diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/6LInAqUjxeo.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/6LInAqUjxeo.srt
new file mode 100644
index 0000000000000000000000000000000000000000..cbd21337fbc637e653fcf65315255641629b6836
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/6LInAqUjxeo.srt
@@ -0,0 +1,2558 @@
+1
+00:00:05,060 --> 00:00:07,820
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,820 --> 00:00:11,320
+وبركاته، هنكمل في مهاجمة تصميم الآلات، احنا لحد 
+
+3
+00:00:11,320 --> 00:00:16,060
+الآن في ال .. في ال dynamic for .. dynamic أو ..
+
+4
+00:00:17,030 --> 00:00:23,430
+design for dynamic loading هنحكي لهم في حالة اللي
+
+5
+00:00:23,430 --> 00:00:27,150
+ممكن أندي combination of loading modes يعني ممكن
+
+6
+00:00:27,150 --> 00:00:33,190
+يكون عندي أي combination من ال bending أو ال axial
+
+7
+00:00:33,190 --> 00:00:37,990
+أو ال torsion أو ال transverse shear بشكل عام سائل
+
+8
+00:00:37,990 --> 00:00:42,550
+الفتيك ممكن أُصنفها على ثلاث مستويات أولًا complete
+
+9
+00:00:42,550 --> 00:00:46,350
+reversing simple loads في الحالة هذه احنا اتعاملنا
+
+10
+00:00:47,150 --> 00:00:53,450
+مع load مع نوع معين من الأحمال بس ايش النوع
+
+11
+00:00:53,450 --> 00:00:56,650
+completely reversed بيكون موجب سالب موجب سالب
+
+12
+00:00:56,650 --> 00:01:01,770
+بيكون نوع واحد من الأحمال وتعاملنا برضه مع
+
+13
+00:01:01,770 --> 00:01:05,910
+fluctuating simple loads يعني عندي نوع واحد من
+
+14
+00:01:05,910 --> 00:01:12,100
+الأحمال يا axial يا bending يا .. يا ال torsion و
+
+15
+00:01:12,100 --> 00:01:17,920
+حسبنا ال .. ال .. ال main stress و ال alternating
+
+16
+00:01:17,920 --> 00:01:21,960
+stress وكملنا عادي الحالة الثالثة اللي حنا نحكي 
+
+17
+00:01:21,960 --> 00:01:25,700
+عنها اليوم هي combination of loading modes بيكونش
+
+18
+00:01:25,700 --> 00:01:29,020
+عندي نوع واحد من الأحمال بيكون أكثر من خليط من
+
+19
+00:01:29,020 --> 00:01:33,650
+الأحمال بيكون عندي bending مع axial أو bending مع 
+
+20
+00:01:33,650 --> 00:01:36,470
+torsion أو أي combination من أنواع الأحمال
+
+21
+00:01:36,470 --> 00:01:44,030
+المختلفة بالإضافة إلى أنه مش completely reverse بيكون عندي
+
+22
+00:01:44,030 --> 00:01:48,690
+يعني fluctuating combination of loading modes
+
+23
+00:01:48,690 --> 00:01:55,290
+هنشوف نتعامل معها for combined loading هنستخدم 
+
+24
+00:01:55,290 --> 00:02:02,800
+ال distortion energy theorem عشان نجمع ال .. ال
+
+25
+00:02:02,800 --> 00:02:10,000
+combined loads يعني احنا هنحسب ال sigma a prime و
+
+26
+00:02:10,000 --> 00:02:13,620
+ال sigma mean prime يعني هيكون دي two stress
+
+27
+00:02:13,620 --> 00:02:16,860
+components واحدة mean component اللي هي mean von
+
+28
+00:02:16,860 --> 00:02:22,700
+Mises وواحدة alternating von Mises component احنا
+
+29
+00:02:22,700 --> 00:02:28,580
+لو كنا نحسب ال von Mises كنا نحط كل الأحمال جواها
+
+30
+00:02:32,110 --> 00:02:38,370
+apply a stress concentration factor to each type
+
+31
+00:02:38,370 --> 00:02:42,370
+of stress لما نيجي نحسب ال .. ال .. ال von
+
+32
+00:02:42,370 --> 00:02:48,350
+Mises stress إذا ال von Mises يحتوي على axial
+
+33
+00:02:48,350 --> 00:02:52,370
+و bending و ال torsion بده أحط ال .. ال stress
+
+34
+00:02:52,370 --> 00:02:56,270
+concentration factor المناظر لكل حالة من ال state
+
+35
+00:02:56,270 --> 00:03:00,460
+و ال stress لل load factor لأن load factor طبعًا
+
+36
+00:03:00,460 --> 00:03:04,180
+عندي عندي مثلًا بيكون عندي axial وعندي bending وعندي 
+
+37
+00:03:04,180 --> 00:03:10,580
+torsion هنحط KC بساوي واحد ال torsion load factor
+
+38
+00:03:10,580 --> 00:03:17,720
+is already included في ال von Mises equations ال
+
+39
+00:03:17,720 --> 00:03:21,260
+von Mises equation لما نكون نحسب sigma prime كانت
+
+40
+00:03:21,260 --> 00:03:25,760
+المعادلة الأساسية sigma X square زائد التلاتة tau
+
+41
+00:03:25,760 --> 00:03:31,190
+square الكل قوس نصف ال alternating von Mises
+
+42
+00:03:31,190 --> 00:03:34,310
+component هتكون في عندي .. لاحظ في عندي .. طلع شكل
+
+43
+00:03:34,310 --> 00:03:38,590
+معادلة .. عندي bending وعندي axial ما هو ال bending
+
+44
+00:03:38,590 --> 00:03:40,990
+و ال axial بيعملوا normal .. normal stress بجمعهم
+
+45
+00:03:40,990 --> 00:03:49,140
+مع بعض صح؟ هو عندي هنا ال shear stress component
+
+46
+00:03:49,140 --> 00:03:53,720
+عندنا هنا طبعًا I apply إذا كان عندي bending I
+
+47
+00:03:53,720 --> 00:03:57,580
+apply ال KF بتاعة ال bending و I apply ال KF بتاعة
+
+48
+00:03:57,580 --> 00:04:02,740
+ايش ال axial و I apply ال KF بتاعة ال torsion نفس
+
+49
+00:04:02,740 --> 00:04:10,080
+الشيء في حالة ايش ال mean von Mises stress في عندي
+
+50
+00:04:10,080 --> 00:04:13,760
+اللي هو ال component بتاعة ال normal stress اللي 
+
+51
+00:04:13,760 --> 00:04:18,420
+مكونه من ال bending و ال axial component و ال
+
+52
+00:04:18,420 --> 00:04:22,180
+shear component ال axial component مكونه من ال
+
+53
+00:04:22,180 --> 00:04:28,640
+bending و ال axial I apply ال stress concentration
+
+54
+00:04:28,640 --> 00:04:31,540
+factor for bending و ال stress concentration
+
+55
+00:04:31,540 --> 00:04:34,360
+factor اللي موجود for axial و ال stress
+
+56
+00:04:34,360 --> 00:04:37,120
+concentration factor for torsion
+
+57
+00:04:45,950 --> 00:04:49,290
+الـ distortion energy theory still applies for the
+
+58
+00:04:49,290 --> 00:04:54,890
+check of static yielding يعني
+
+59
+00:04:54,890 --> 00:04:59,590
+هحصل على ال von .. ال maximum von Mises stress لأن
+
+60
+00:04:59,590 --> 00:05:03,390
+stress بتتغير من minimum value ل maximum value سواء
+
+61
+00:05:03,390 --> 00:05:09,100
+كان سواء كان اللي هو normal stress أو shear stress
+
+62
+00:05:09,100 --> 00:05:12,900
+فمعناته ال sigma prime maximum هتكون sigma a زي
+
+63
+00:05:12,900 --> 00:05:16,580
+sigma mean لكل تربيع زائد التلاتة tau a زائد ال tau m
+
+64
+00:05:16,580 --> 00:05:20,480
+لكل تربيع الكل قوس نصف بعدين بحسب ال yield factor of safety
+
+65
+00:05:20,480 --> 00:05:27,640
+بسوء أسواي على sigma prime maximum أو كتقريب بحكي
+
+66
+00:05:27,640 --> 00:05:30,720
+sigma prime maximum بسواء sigma prime alternating
+
+67
+00:05:30,720 --> 00:05:34,400
+زي sigma prime mean هذا في حالة check against
+
+68
+00:05:34,400 --> 00:05:47,620
+yielding نشوف من خلال مثال a shaft
+
+69
+00:05:47,620 --> 00:05:59,300
+is made of 42 x 4 mm AISI 1018 cold-drawn steel
+
+70
+00:05:59,300 --> 00:06:04,040
+tubing and has a six millimeter diameter hole
+
+71
+00:06:04,040 --> 00:06:10,080
+drilled transversely through it يعني عمود مصنع من
+
+72
+00:06:10,080 --> 00:06:22,600
+أنبوب والأنبوب 
+
+73
+00:06:22,600 --> 00:06:24,500
+فيه ثقوب مستعرضة
+
+74
+00:06:34,720 --> 00:06:46,840
+الأنبوب قطر الخارجي اثنين وأربعين والسماكة
+
+75
+00:06:46,840 --> 00:06:50,880
+أربعة 
+
+76
+00:06:50,880 --> 00:06:55,120
+ملم مصنوع
+
+77
+00:06:55,120 --> 00:07:01,060
+من ال material هي AISI
+
+78
+00:07:05,370 --> 00:07:19,110
+عشرة ثمانية عشر cold-drawn steel و
+
+79
+00:07:19,110 --> 00:07:23,950
+ال hole قطره ستة
+
+80
+00:07:23,950 --> 00:07:24,210
+مم
+
+81
+00:07:37,780 --> 00:07:41,940
+estimate the factor of safety guarding against
+
+82
+00:07:41,940 --> 00:07:46,060
+fatigue and static failures using the Goodman and
+
+83
+00:07:46,060 --> 00:07:49,240
+Langer failure criteria for the following loading
+
+84
+00:07:49,240 --> 00:08:03,200
+conditions نحسب الآن F والآن Y ال
+
+85
+00:08:03,200 --> 00:08:11,620
+loading conditions الشفت يتعرض يتعرض
+
+86
+00:08:11,620 --> 00:08:16,820
+لدوران دوران
+
+87
+00:08:16,820 --> 00:08:28,900
+دوران
+
+88
+00:08:28,900 --> 00:08:32,180
+دوران دوران دوران دوران دوران دوران دوران دوران دوران دوران
+
+89
+00:08:32,180 --> 00:08:32,200
+دوران دوران دوران دوران دوران دوران دوران دوران دوران دوران
+
+90
+00:08:32,200 --> 00:08:33,680
+دوران دوران دوران
+
+91
+00:08:39,500 --> 00:08:47,160
+τ بساوي بتتغير من ناقص مائة وعشرين ناقص مائة و
+
+92
+00:08:47,160 --> 00:08:58,100
+عشرين to plus مائة وعشرين نيوتن متر في
+
+93
+00:08:58,100 --> 00:09:02,540
+نفس الوقت ويتعرض ل complete reversed bending أم
+
+94
+00:09:07,050 --> 00:09:13,750
+بتساوي من ماينص مئة وخمسين to
+
+95
+00:09:13,750 --> 00:09:28,650
+plus مئة وخمسين نيوتن متر أول شيء
+
+96
+00:09:28,650 --> 00:09:32,210
+خلينا نأخذ الخواص الميكانيكية للمادة صح؟ هذا أول 
+
+97
+00:09:32,210 --> 00:09:32,810
+شيء ممكن نسويه
+
+98
+00:10:11,570 --> 00:10:16,930
+هو call the drone ومعطينا ال tensile strength
+
+99
+00:10:16,930 --> 00:10:23,870
+اللي هي أربعمية وأربعين وال yield تلت مية و
+
+100
+00:10:23,870 --> 00:10:34,710
+سبعين ال SUT بستو
+
+101
+00:10:34,710 --> 00:10:35,670
+أربعمية وأربعين
+
+102
+00:10:40,150 --> 00:10:48,090
+ميجا باسكال وال SY تلت 
+
+103
+00:10:48,090 --> 00:10:53,670
+مئة وسبعين هذا 
+
+104
+00:10:53,670 --> 00:10:58,850
+من AISI 1018
+
+105
+00:10:58,850 --> 00:11:08,070
+طيب 
+
+106
+00:11:12,670 --> 00:11:16,830
+طبعًا هذا ال minimum نحكي نيجي لل loading minimum
+
+107
+00:11:16,830 --> 00:11:30,530
+هذا ايش max هذا ال minimum هذا ايش max معناته ال
+
+108
+00:11:30,530 --> 00:11:37,670
+main torque Tm ايش بساوي صفر مظبوط
+
+109
+00:11:41,140 --> 00:11:46,000
+و ال T alternating مائة
+
+110
+00:11:46,000 --> 00:11:51,960
+وعشرين و
+
+111
+00:11:51,960 --> 00:11:58,820
+ال mean moment برضه صفر و ال alternating moment
+
+112
+00:11:58,820 --> 00:12:07,500
+مائة وخمسين نيوتن متر لأن هذا أنبوب قطر اثنين و
+
+113
+00:12:07,500 --> 00:12:07,940
+أربعين
+
+114
+00:12:45,720 --> 00:12:49,040
+عندنا a broken stress concentration factor KT for
+
+115
+00:12:49,040 --> 00:12:52,440
+a round bar or tube with a transverse round hole
+
+116
+00:12:52,440 --> 00:13:00,040
+فعندنا أنبوب فيه ثقب اللي هو قطره A عليه bending
+
+117
+00:13:00,040 --> 00:13:09,160
+moment M أنه من ال bending stress نحكي 
+
+118
+00:13:09,160 --> 00:13:20,650
+هذا اللي هو A16 بس أشوف اللي بعده هذا الـ Torque
+
+119
+00:13:20,650 --> 00:13:35,330
+الـ 
+
+120
+00:13:35,330 --> 00:13:40,410
+Sigma nominal Sigma
+
+121
+00:13:40,410 --> 00:13:46,150
+A متساوي M على Z net
+
+122
+00:13:54,770 --> 00:13:58,810
+و Z net بساوي
+
+123
+00:13:58,810 --> 00:14:04,310
+π على
+
+124
+00:14:04,310 --> 00:14:08,490
+32 D capital في
+
+125
+00:14:08,490 --> 00:14:16,070
+D capital 4 ناقص D small 4
+
+126
+00:14:16,070 --> 00:14:20,790
+لأن في ال table ما أعطينا
+
+127
+00:14:28,100 --> 00:14:42,160
+اللي هو بالضبط D على D D طبعًا D capital هنا سواء
+
+128
+00:14:42,160 --> 00:14:52,200
+اثنين وأربعين ناقص ثمانية صح؟
+
+129
+00:14:52,200 --> 00:14:55,760
+أربعة وثلاثين مم صح D
+
+130
+00:15:01,010 --> 00:15:05,990
+small على D capital بساوي
+
+131
+00:15:05,990 --> 00:15:11,030
+أربعة وثلاثين على اثنين وأربعين point
+
+132
+00:15:11,030 --> 00:15:18,650
+ثمانية 
+
+133
+00:15:18,650 --> 00:15:22,110
+بالضبط ولزمنا A على D 
+
+134
+00:15:22,110 --> 00:15:27,530
+A على D capital؟ اللي 
+
+135
+00:15:32,210 --> 00:15:39,170
+هي ستة على اثنين وأربعين كم؟ ثلاثة أرقام يعطيني
+
+136
+00:15:39,170 --> 00:15:48,510
+point point
+
+137
+00:15:48,510 --> 00:15:57,090
+واحد أربعة ثلاثة
+
+138
+00:15:57,090 --> 00:15:59,310
+ 
+139
+00:16:10,750 --> 00:16:16,770
+أنا عندي ال D على D اللي هي bond 8 ممكن
+
+140
+00:16:16,770 --> 00:16:27,090
+أندي D على D bond 9 و bond 6 أو ال A على D في عندي 
+
+141
+00:16:27,090 --> 00:16:33,770
+bond 1 و bond 1 2 5 يعني عندي A على D
+
+142
+00:16:44,150 --> 00:16:51,790
+عندي point واحد و point 
+
+143
+00:16:51,790 --> 00:17:02,850
+واحد اتنين خمسة عندي
+
+144
+00:17:02,850 --> 00:17:07,610
+A و 
+
+145
+00:17:07,610 --> 00:17:08,090
+KT
+
+146
+00:17:14,370 --> 00:17:22,450
+عندي A و KT عندي
+
+147
+00:17:22,450 --> 00:17:27,430
+في حالة point nine point
+
+148
+00:17:27,430 --> 00:17:31,990
+ستة عندي
+
+149
+00:17:31,990 --> 00:17:35,230
+point تمانية ستة point تمانية اتنين point تمانية
+
+150
+00:17:35,230 --> 00:17:42,510
+ستة point تمانية اتنين point أربعة
+
+151
+00:17:42,510 --> 00:17:42,950
+تسعة
+
+152
+00:17:45,540 --> 00:17:53,220
+و اتنين point أربع واحد عند ال point ستة point
+
+153
+00:17:53,220 --> 00:18:01,160
+تمانية خمسة point تمانية اتنين تمانية
+
+154
+00:18:01,160 --> 00:18:10,740
+اتنين و اتنين ستة تلاتين و اتنين اتنين و تلاتين
+
+155
+00:18:10,740 --> 00:18:14,080
+بدي
+
+156
+00:18:14,080 --> 00:18:14,840
+أحسب يا أنت
+
+157
+00:18:18,410 --> 00:18:23,150
+point واحد أربعة
+
+158
+00:18:23,150 --> 00:18:27,510
+تلاتة نعم
+
+159
+00:18:27,510 --> 00:18:31,070
+point
+
+160
+00:18:31,070 --> 00:18:37,110
+واحد اتنين خمسة واحد خمسة هذا كم تحسبينها point
+
+161
+00:18:37,110 --> 00:18:40,850
+واحد اتنين خمسة واحد خمسة
+
+162
+00:18:48,160 --> 00:18:56,880
+هتكون الثانية اللي هي point واحد خمسة
+
+163
+00:18:56,880 --> 00:19:02,660
+point
+
+164
+00:19:02,660 --> 00:19:09,240
+سبعة تسعة point سبعة تسعة اتنين
+
+165
+00:19:09,240 --> 00:19:15,240
+point تلت تسعة point صفر point سبعة تسعة
+
+166
+00:19:29,790 --> 00:19:33,250
+طيب عندي point واحد أربعة تلاتة
+
+167
+00:19:44,790 --> 00:19:53,470
+هتكون الـ A هتكون هذه أول واحدة A واحد بالسواء
+
+168
+00:19:53,470 --> 00:19:57,710
+point تمانية اتنين زائد
+
+169
+00:19:57,710 --> 00:20:06,230
+point واحد أربعة تلاتة ناقص point واحد اتنين خمسة
+
+170
+00:20:06,230 --> 00:20:11,370
+في point سبعة تسعة
+
+171
+00:20:14,360 --> 00:20:26,200
+ناقص point تمانية اتنين أعلى point واحد خمسة ناقص
+
+172
+00:20:26,200 --> 00:20:32,800
+point واحد اتنين خمسة
+
+173
+00:20:32,800 --> 00:20:37,320
+نعم
+
+174
+00:20:40,970 --> 00:20:48,750
+تنامز يعني الـ A و الـ K تي كم الـ A بونت
+
+175
+00:20:48,750 --> 00:20:59,810
+سبعة يعني
+
+176
+00:20:59,810 --> 00:21:05,210
+بونت تمانية طيب
+
+177
+00:21:05,210 --> 00:21:09,290
+هذه
+
+178
+00:21:09,290 --> 00:21:17,540
+الـ A واحد و الـ A اتنين هتكون نفس الأشهر point 8
+
+179
+00:21:17,540 --> 00:21:21,660
+الكاتي
+
+180
+00:21:21,660 --> 00:21:22,160
+واحد
+
+181
+00:21:27,630 --> 00:21:36,030
+هتكون تساوي اتنين point أربع واحد زائد point واحد
+
+182
+00:21:36,030 --> 00:21:41,690
+أربع تلاتة ناقص point واحد اتنين خمسة على point
+
+183
+00:21:41,690 --> 00:21:48,730
+واحد خمسة ناقص point واحد اتنين خمسة في اتنين
+
+184
+00:21:48,730 --> 00:21:54,050
+point تلاتة تسعة ناقص اتنين point أربع واحد
+
+185
+00:22:14,500 --> 00:22:18,440
+طيب KT اتنين هتكون نفس اللي مش بس هيتغير الرقم هذا
+
+186
+00:22:18,440 --> 00:22:25,800
+الرقم هذا هو هذا أدوار اتنين
+
+187
+00:22:25,800 --> 00:22:32,170
+point اتنين تسعة يعني
+
+188
+00:22:32,170 --> 00:22:38,210
+اتنين بقون تلاتة وأنا
+
+189
+00:22:38,210 --> 00:22:48,950
+تحسين عند الجدول الجديد تحسين
+
+190
+00:22:48,950 --> 00:22:49,750
+عند الجدول الجديد
+
+191
+00:22:54,050 --> 00:22:58,210
+اللي على D ثابت حاليا هتكون عندي الـ D على D
+
+192
+00:22:58,210 --> 00:23:08,350
+capital صح الـ D على D capital عندي
+
+193
+00:23:08,350 --> 00:23:12,670
+point 9 point
+
+194
+00:23:12,670 --> 00:23:20,950
+6 وعندي
+
+195
+00:23:25,790 --> 00:23:32,530
+الـ A وال
+
+196
+00:23:32,530 --> 00:23:43,630
+KT الـ A point تمانية point
+
+197
+00:23:43,630 --> 00:23:50,670
+تمانية وال KT اتنين
+
+198
+00:23:50,670 --> 00:23:52,110
+point أربعة
+
+199
+00:23:55,590 --> 00:24:05,910
+و اتنين point تلاتة معناته هذه هتكون عند
+
+200
+00:24:05,910 --> 00:24:10,350
+point تمانية هذه
+
+201
+00:24:10,350 --> 00:24:19,890
+هتكون point تمانية هنحسب هتكون عند الـ KT نهائية
+
+202
+00:24:19,890 --> 00:24:23,670
+هتكون
+
+203
+00:24:23,670 --> 00:24:34,170
+اتنين point أربعة زائد point .. ناقص point واحد على
+
+204
+00:24:34,170 --> 00:24:44,370
+minus point تلاتة في اتنين point في minus point
+
+205
+00:24:44,370 --> 00:24:48,830
+واحد ها كم تطلع اتنين point
+
+206
+00:24:53,090 --> 00:25:01,490
+أيوة تلاتة ستة ستة ستة هذي
+
+207
+00:25:01,490 --> 00:25:14,710
+إيش الـ KT مانا أتحسب الزدنة هتكون
+
+208
+00:25:14,710 --> 00:25:21,570
+by في الـ تمانية و عشرين على اتنين و تلاتين
+
+209
+00:25:24,320 --> 00:25:35,360
+في في اتنين و أربعين في اتنين و أربعين بص أربعة
+
+210
+00:25:35,360 --> 00:25:42,720
+minus أربعة تلاتين بص أربعة
+
+211
+00:25:51,840 --> 00:26:04,820
+تلت مية تلت مية و عشرين مليمتر تكيب صح؟ مظبوط؟
+
+212
+00:26:04,820 --> 00:26:12,120
+يعني الـ sigma A الـ sigma nominal هتكون
+
+213
+00:26:12,120 --> 00:26:15,500
+هو
+
+214
+00:26:15,500 --> 00:26:16,720
+الـ sigma A nominal
+
+215
+00:26:30,940 --> 00:26:35,360
+هتكون تساوي يعني
+
+216
+00:26:35,360 --> 00:26:41,140
+ممكن أحكي sigma A هتكون
+
+217
+00:26:41,140 --> 00:26:45,120
+KF
+
+218
+00:26:45,120 --> 00:26:58,120
+في M على Z net صح؟ بدي أحسب الـ KF KF
+
+219
+00:26:59,950 --> 00:27:09,910
+بس هو واحد زي Q في KT ماينوس واحد الـ
+
+220
+00:27:09,910 --> 00:27:16,030
+Q النوتش
+
+221
+00:27:16,030 --> 00:27:19,010
+عندها يعني ستة ملا يعني تلاتة ملا هتكون الرد الساعة
+
+222
+00:27:40,650 --> 00:27:46,290
+عندي نوتش تلاتة ملي و الـ SUT أكمل أربعمائة و أربع
+
+223
+00:27:46,290 --> 00:27:51,950
+يعني تقريبا هذه صح point أربعة يعني بنحكي احنا ..
+
+224
+00:27:51,950 --> 00:27:59,150
+احنا عندنا هنا point سبعة يعني
+
+225
+00:27:59,150 --> 00:28:04,110
+point سبعة تمانية تقريبا الـ Q صح الـ Q
+
+226
+00:28:09,760 --> 00:28:16,100
+صار point سبعة تمانية يعني الـ K هيكون الساوي واحد
+
+227
+00:28:16,100 --> 00:28:21,080
+زائد point سبعة تمانية الـ KT أكبر حسب انها اتنين
+
+228
+00:28:21,080 --> 00:28:29,760
+تلاتة كيف تلاتة اتنين هذا صح اتنين point تلاتة
+
+229
+00:28:29,760 --> 00:28:32,420
+سبعة ناقص واحد
+
+230
+00:28:39,120 --> 00:28:45,960
+هك حسبنا الـ KF معناته الـ sigma A هتكون
+
+231
+00:28:45,960 --> 00:28:59,180
+اللي هو كم الـ KF 2 point 07 هكون 2 point 07 الـ M
+
+232
+00:28:59,180 --> 00:29:02,260
+alternating اللي هي 150
+
+233
+00:29:05,800 --> 00:29:14,600
+على Z net اللي هي تلت مية و تلت مية و عشرين في
+
+234
+00:29:14,600 --> 00:29:23,220
+عشرة و السالب تلاتة
+
+235
+00:29:23,220 --> 00:29:30,940
+عشرة
+
+236
+00:29:30,940 --> 00:29:35,000
+و السالب تسعة في
+
+237
+00:29:36,730 --> 00:29:44,330
+في عشرة او تلاتة كم
+
+238
+00:29:44,330 --> 00:29:56,270
+بيطلع تلات و تسعين و نص ميجا باسكال هذا الـ stress
+
+239
+00:29:56,270 --> 00:29:59,890
+component due to bending لأن due to
+
+240
+00:30:13,940 --> 00:30:19,920
+due to torsion
+
+241
+00:30:19,920 --> 00:30:36,700
+هنحسب
+
+242
+00:30:36,700 --> 00:30:51,640
+اللي هو التاب يستوى T دي على اتنين G net بحيث
+
+243
+00:30:51,640 --> 00:30:56,100
+لزمنا الـ A طبعا و الـ KT الـ A و الـ KT الـ KT yes
+
+244
+00:30:56,100 --> 00:31:02,400
+احنا
+
+245
+00:31:02,400 --> 00:31:07,740
+already الـ point تمانية موجودة عندنا صح فهذا
+
+246
+00:31:07,740 --> 00:31:19,690
+هتتصرف لنا الجهدهنكون بين الـ 125 و الـ 150 الـ
+
+247
+00:31:19,690 --> 00:31:30,470
+A هي الـ point تمانية هتكون عيش point تسعة صح الـ A
+
+248
+00:31:30,470 --> 00:31:37,150
+point
+
+249
+00:31:37,150 --> 00:31:37,650
+تسعة
+
+250
+00:31:41,220 --> 00:31:49,360
+و الـ KTS هنطلع هنا هتكون
+
+251
+00:31:49,360 --> 00:31:54,720
+الـ KTS سوا واحد سوا
+
+252
+00:31:54,720 --> 00:32:05,300
+واحد زائد اللي هي point واحد أربع تلاتة ناقص point
+
+253
+00:32:05,300 --> 00:32:10,900
+واحد اتنين خمسة على point واحد خمسة ناقص point واحد
+
+254
+00:32:10,900 --> 00:32:20,220
+اتنين خمسة مش واحد واحد point سبعة أربعة هذه واحد
+
+255
+00:32:20,220 --> 00:32:28,800
+point سبعة أربعة في واحد point سبعة خمسة
+
+256
+00:32:36,840 --> 00:32:43,460
+هتكون واحد point سبعة من
+
+257
+00:32:43,460 --> 00:32:52,460
+التبرير خمس و
+
+258
+00:32:52,460 --> 00:33:01,540
+KF بتاعة KFS KF حصن واحد زاد QS في KTS minus واحد
+
+259
+00:33:01,540 --> 00:33:17,820
+هتكون واحد زائد يعني
+
+260
+00:33:17,820 --> 00:33:26,840
+تلاتة ملي يعني
+
+261
+00:33:26,840 --> 00:33:34,100
+تقريبا عند بون ستة خمسة لـ Q عند
+
+262
+00:33:34,100 --> 00:33:34,400
+هنا
+
+263
+00:33:37,240 --> 00:33:43,260
+لأ point تمانية هان point تسعة point تمانية اتنين
+
+264
+00:33:43,260 --> 00:33:50,460
+point تمانية اتنين في
+
+265
+00:33:50,460 --> 00:33:57,200
+واحد point سبعة خمسة minus واحد
+
+266
+00:33:57,200 --> 00:34:01,880
+واحد
+
+267
+00:34:01,880 --> 00:34:05,820
+point هذا
+
+268
+00:34:05,820 --> 00:34:06,500
+كده فقط
+
+269
+00:34:20,890 --> 00:34:27,390
+و الـ tau alternating
+
+270
+00:34:27,390 --> 00:34:36,250
+هيكون سواء KFS في T دي
+
+271
+00:34:36,250 --> 00:34:45,730
+على اتنين G net و G net
+
+272
+00:34:50,480 --> 00:35:01,360
+بالساوية باي في A في دي أس أربعة minus دي أس
+
+273
+00:35:01,360 --> 00:35:08,900
+أربعة على اتنين و تلاتين يكون
+
+274
+00:35:08,900 --> 00:35:11,820
+باي في bone تسعة
+
+275
+00:35:14,570 --> 00:35:20,230
+في اتنين و أربعين اقص أربعة ناقص أربعة و تلاتين اقص
+
+276
+00:35:20,230 --> 00:35:34,490
+اربعة على اتنين و تلاتين طيب
+
+277
+00:35:34,490 --> 00:35:43,070
+معناته الـ Tau Alternating هتكون الساوي KFS اللي
+
+278
+00:35:43,070 --> 00:35:50,170
+واحد point ستة اتنين في الـ tau alternating اللي هو
+
+279
+00:35:50,170 --> 00:36:01,550
+مائة و عشرين في اتنين و أربعين على اش جانت طلعت
+
+280
+00:36:01,550 --> 00:36:05,290
+معناها مية و ستة و خمسين 
+
+281
+00:36:13,140 --> 00:36:14,240
+من ستة و خمسين ألف
+
+282
+00:36:43,880 --> 00:36:50,240
+طيب millimeters أربعة صح؟
+
+283
+00:36:50,240 --> 00:36:56,420
+على
+
+284
+00:36:56,420 --> 00:37:08,500
+اتنين كم
+
+285
+00:37:08,500 --> 00:37:09,280
+تطلع؟
+
+286
+00:37:36,530 --> 00:37:41,910
+معناته بعدك هحسب أنا 
+
+287
+00:37:41,910 --> 00:37:45,630
+already combined اللي هو فيها ال stress
+
+288
+00:37:45,630 --> 00:37:52,770
+concentration فهرحسب اللي هو sigma A primary if
+
+289
+00:37:52,770 --> 00:37:54,730
+one mice is alternating هتكون تساوي
+
+290
+00:37:57,670 --> 00:38:08,030
+السيجما a square زائد تلاتة تاو a square الكل أص
+
+291
+00:38:08,030 --> 00:38:14,910
+نص يعني هتكون تساوي السيجما a تربيع السيجما اللي
+
+292
+00:38:14,910 --> 00:38:22,530
+هي تلاتة سين و نص تربيع
+
+293
+00:38:22,530 --> 00:38:33,890
+زائد تلاتة في ستة و عشرين point اتنين تربيع لكل أص
+
+294
+00:38:33,890 --> 00:38:38,390
+نص ها
+
+295
+00:38:38,390 --> 00:38:39,090
+كم تساوي
+
+296
+00:38:57,400 --> 00:39:05,640
+كم 104 ميجا
+
+297
+00:39:05,640 --> 00:39:09,400
+باسكال طب
+
+298
+00:39:09,400 --> 00:39:13,600
+مازال عندي بس alternative stress component هيكون ال
+
+299
+00:39:13,600 --> 00:39:18,400
+fatigue factor of safety ال
+
+300
+00:39:18,400 --> 00:39:24,400
+NF هيكون SE على
+
+301
+00:39:28,370 --> 00:39:32,950
+اللي هي SE
+
+302
+00:39:32,950 --> 00:39:37,650
+على Sigma A معناته بلزمني الـ SE الـ SE في رقم 12
+
+303
+00:39:37,650 --> 00:39:47,530
+ساوي نص ال SUT يعني هيكون نص ال SUT اللي هي 220
+
+304
+00:39:47,530 --> 00:39:52,850
+ميجا
+
+305
+00:39:52,850 --> 00:40:06,570
+باسكال ال SE تساوي KA KB KC KD KE SE'
+
+306
+00:40:42,500 --> 00:40:49,900
+ال .. هو حكي أنه يعطينا معلومة بده
+
+307
+00:40:49,900 --> 00:40:55,280
+اعتبرهم machined و it is rotating معناه تحرجوا على
+
+308
+00:40:55,280 --> 00:41:08,920
+ال factors ال K A و ال K B ال
+
+309
+00:41:08,920 --> 00:41:10,000
+K A هتكون تساوي
+
+310
+00:41:16,410 --> 00:41:26,710
+A S U T بص B هتكون تساوي هتكون عنده تلاتة point O
+
+311
+00:41:26,710 --> 00:41:33,950
+four في أربعمية و أربعين ال B اللي هي مائتين و
+
+312
+00:41:33,950 --> 00:41:38,050
+سبعتاش هذا
+
+313
+00:41:38,050 --> 00:41:42,450
+ال K C كم؟
+
+314
+00:41:44,890 --> 00:42:02,430
+point nine اربعة ال KB هتكون
+
+315
+00:42:02,430 --> 00:42:06,450
+تساوي واحد
+
+316
+00:42:06,450 --> 00:42:08,850
+point اتنين اربعة
+
+317
+00:42:11,760 --> 00:42:17,260
+D بصناعة قسمية و سبعة يعني هتكون واحد point اتنين
+
+318
+00:42:17,260 --> 00:42:31,840
+اربعة في اتنين و اربعين و
+
+319
+00:42:31,840 --> 00:42:38,420
+ال KC بيساوي ال KD بيساوي ال KE بيساوي واحد معناته
+
+320
+00:42:38,420 --> 00:42:40,200
+ال SE هتكون تساوي
+
+321
+00:42:44,830 --> 00:42:50,930
+بون تمانية كبير
+
+322
+00:42:50,930 --> 00:42:54,730
+كبير
+
+323
+00:42:54,730 --> 00:43:03,270
+بون تمانية واحد في بون تمانية تلاتة في متين وعشرين
+
+324
+00:43:03,270 --> 00:43:12,350
+يعني
+
+325
+00:43:12,350 --> 00:43:21,240
+ال fatigue factor of safety نحكي على Godman صح؟ ها
+
+326
+00:43:21,240 --> 00:43:32,160
+Godman جا بين S U T و S A و ال Sigma alternating
+
+327
+00:43:32,160 --> 00:43:37,120
+اللي هى Von Mises اللي هي
+
+328
+00:43:37,120 --> 00:43:43,480
+بيه أربعة جاي هنا هى ال status stress بتاعتنا و ال
+
+329
+00:43:43,480 --> 00:43:44,860
+yielding جا بين S Y
+
+330
+00:43:47,720 --> 00:43:52,140
+و S Y بيعني
+
+331
+00:43:52,140 --> 00:44:04,500
+ان ال N F هيكون تساوي 148 على 104 و
+
+332
+00:44:04,500 --> 00:44:08,460
+ال N Y هيكون ال S Y
+
+333
+00:44:23,060 --> 00:44:29,260
+الـ sigma prime max و
+
+334
+00:44:29,260 --> 00:44:34,680
+ال sigma prime max تساوي sigma prime alternating
+
+335
+00:44:34,680 --> 00:44:40,540
+تقريبا زي ال sigma prime main يعني هتكون في الحال
+
+336
+00:44:40,540 --> 00:44:44,440
+هذا ال sigma prime alternating اللي هي هتكون مية
+
+337
+00:44:44,440 --> 00:44:50,100
+وأربعة يعني
+
+338
+00:44:50,100 --> 00:44:52,320
+هتكون max
+
+339
+00:44:54,850 --> 00:45:08,790
+هتكون تلات مية و سبعين على مية و أربعة واحد
+
+340
+00:45:08,790 --> 00:45:19,910
+point و ال and why تلاتة point خمسة ستة هذه الحالة
+
+341
+00:45:19,910 --> 00:45:20,330
+الأولى
+
+342
+00:45:39,690 --> 00:45:48,050
+الحالة التانية الـ shaft is non-rotating بدورش and
+
+343
+00:45:48,050 --> 00:45:54,390
+is subjected to .. الحالة التانية .. هذه الحلوة ..
+
+344
+00:45:54,390 --> 00:45:57,550
+الحالة التانية non-rotating
+
+345
+00:46:09,690 --> 00:46:16,290
+و ال tau يعني ال
+
+346
+00:46:16,290 --> 00:46:23,810
+torque بتغير من عشرين لمية و ستين من عشرين لمية و
+
+347
+00:46:23,810 --> 00:46:31,150
+ستين و
+
+348
+00:46:31,150 --> 00:46:37,050
+ال bending moment is steady يعني هتكون
+
+349
+00:46:42,020 --> 00:46:47,560
+مية و خمسين ال
+
+350
+00:46:47,560 --> 00:46:57,480
+نيوتن متر في الحالة هذه هيكون عنده
+
+351
+00:46:57,480 --> 00:47:07,400
+ال ال TM باسم عشرين زاد مية و ستين مية و تمانية
+
+352
+00:47:07,400 --> 00:47:15,510
+اتنين تسعين ال نيوتن متروال تاو ال T alternating
+
+353
+00:47:15,510 --> 00:47:19,930
+تساوي مية و ستين ناقص عشرين مية و أربعين ع اتنين
+
+354
+00:47:19,930 --> 00:47:26,890
+سبعين نيوتن متر و
+
+355
+00:47:26,890 --> 00:47:36,010
+ال M steady مين اللي هي مية و خمسين نيوتن متر و ال
+
+356
+00:47:36,010 --> 00:47:40,410
+M alternating تساوي صفر
+
+357
+00:47:45,850 --> 00:47:51,050
+نفس المعادلات ال
+
+358
+00:47:51,050 --> 00:48:01,290
+A واحد و ال KT واحد هتشغل ال KT هتكون نفسها خلانا
+
+359
+00:48:01,290 --> 00:48:02,070
+كل هذا اللخص
+
+360
+00:48:22,720 --> 00:48:29,460
+يعني أنا هيكون عندي ال KT نين
+
+361
+00:48:29,460 --> 00:48:36,860
+بونت تلاتة سبعة و ال Z net تلتلاف تلتمية و عشرين
+
+362
+00:48:36,860 --> 00:48:44,180
+ميلي متر تكييب و
+
+363
+00:48:44,180 --> 00:48:51,520
+ال KF نفسها
+
+364
+00:48:52,720 --> 00:49:00,300
+2.07 يعني
+
+365
+00:49:00,300 --> 00:49:09,060
+هذا مش لازمنا احنا
+
+366
+00:49:09,060 --> 00:49:15,700
+المعادلة هي
+
+367
+00:49:15,700 --> 00:49:16,880
+المعادلة الأساسية
+
+368
+00:49:22,930 --> 00:49:27,650
+هيكون عندي sigma prime بغض
+
+369
+00:49:27,650 --> 00:49:32,410
+النظر هي alternating و لا mean بالثاوية sigma X
+
+370
+00:49:32,410 --> 00:49:46,010
+تربيع زائد تلاتة تاو X Y تربيع لكل أص نص معناته
+
+371
+00:49:46,010 --> 00:49:48,530
+ان أنا هيكون عندي هنحسب
+
+372
+00:49:52,290 --> 00:50:03,350
+سيجما برايم alternating بدي
+
+373
+00:50:03,350 --> 00:50:09,850
+احسب أنا سيجما ايه؟
+
+374
+00:50:09,850 --> 00:50:17,750
+فيش pending moment عندي صح؟ صفر مظبوط
+
+375
+00:50:19,970 --> 00:50:29,070
+و الـ Sigma M هتكون اللي هي KF MM
+
+376
+00:50:29,070 --> 00:50:40,110
+على Z net هيكون ال KF عند اتنين point O السبعة في
+
+377
+00:50:40,110 --> 00:50:44,910
+ال MM اللي هي مية و خمسين على
+
+378
+00:50:49,450 --> 00:50:55,390
+زيد net تلت تلاف و تلت مية و عشرين و عشرة أقصد
+
+379
+00:50:55,390 --> 00:51:00,330
+ثلاثة تلت
+
+380
+00:51:00,330 --> 00:51:02,330
+تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت
+
+381
+00:51:02,330 --> 00:51:04,710
+تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت تلت
+
+382
+00:51:04,710 --> 00:51:11,850
+تلت تلت
+
+383
+00:51:11,850 --> 00:51:11,910
+تلت
+
+384
+00:51:21,170 --> 00:51:27,630
+بالنسبة للشير عند
+
+385
+00:51:27,630 --> 00:51:33,390
+ال KFS ال
+
+386
+00:51:33,390 --> 00:51:41,850
+K F S E هي اللي هي واحد بون ست اتنين وال
+
+387
+00:51:41,850 --> 00:51:46,930
+جينت نفسها
+
+388
+00:51:46,930 --> 00:51:49,090
+مية و ستة و خمسين ألف
+
+389
+00:52:16,590 --> 00:52:22,430
+هنا أخبرنا اللي هو ال Tao بشكل عام تساوي
+
+390
+00:52:22,430 --> 00:52:28,030
+KF KFS
+
+391
+00:52:28,030 --> 00:52:40,410
+في ال T دي ال capital على اتنين جنت عظيم؟
+
+392
+00:52:47,180 --> 00:52:52,360
+معناته تاو alternating هتكون
+
+393
+00:52:52,360 --> 00:53:01,120
+كف اس اللي هي واحد point ست اتنين في تي
+
+394
+00:53:01,120 --> 00:53:06,080
+alternating اللي هي سبعين في
+
+395
+00:53:06,080 --> 00:53:14,000
+اتنين و اربعين على اتنين في مية و ستة و خمسين الف
+
+396
+00:53:15,700 --> 00:53:21,500
+في عشر أقصد تلاتة و
+
+397
+00:53:21,500 --> 00:53:30,160
+ال tau main هتكون واحد point ستة اتنين في تسعين في
+
+398
+00:53:30,160 --> 00:53:38,600
+اتنين و اربعين على اتنين في مية و ستة و خمسين الف
+
+399
+00:53:38,600 --> 00:53:41,360
+في عشر أقصد تلاتة
+
+400
+00:54:04,170 --> 00:54:08,290
+هذه اقسمها على سبعين و ضربها في اش في تسعين تانية
+
+401
+00:54:08,290 --> 00:54:13,070
+اذا كانت اتناش اقسم هذه على سبعين و ضربها في تسعين
+
+402
+00:54:13,070 --> 00:54:21,990
+كل
+
+403
+00:54:21,990 --> 00:54:27,030
+هذا بتقسم اتناش و اتاربع اقسمها على سبعين و ضربها
+
+404
+00:54:27,030 --> 00:54:27,510
+في تسعين
+
+405
+00:54:33,360 --> 00:54:37,460
+خمسة اش point
+
+406
+00:54:37,460 --> 00:54:42,160
+اتنين ستة كم
+
+407
+00:54:42,160 --> 00:54:46,500
+ستة عشر من ستة أكثر من ستة أكثر من ستة أكثر من ستة
+
+408
+00:54:46,500 --> 00:54:48,980
+أكثر من ستة أكثر من ستة أكثر من ستة أكثر من ستة
+
+409
+00:54:48,980 --> 00:54:49,700
+أكثر من ستة أكثر من ستة أكثر من ستة أكثر من ستة
+
+410
+00:54:49,700 --> 00:54:51,540
+أكثر من ستة أكثر من ستة أكثر من ستة أكثر من ستة
+
+411
+00:54:51,540 --> 00:54:51,560
+أكثر من ستة أكثر من ستة أكثر من ستة أكثر من ستة
+
+412
+00:54:51,560 --> 00:54:55,440
+أكثر من ستة أكثر من
+
+413
+00:54:55,440 --> 00:55:09,120
+ستة سيجما ا تربيع زائد تلاتة تاو ا تربيع كل أص نص
+
+414
+00:55:09,120 --> 00:55:21,640
+هيكون طبعا هذه صفر هتكون صفر زائد تلاتة في خمسة عشر
+
+415
+00:55:21,640 --> 00:55:25,720
+point اتنين ستة تربيع كل تحت الجزر
+
+416
+00:55:28,390 --> 00:55:36,210
+ستة عشرين point أربعة و ال sigma M prime هتكون
+
+417
+00:55:36,210 --> 00:55:47,290
+sigma M تربيع زائد التلاتة تو M تربيع كل بص نص هتكون
+
+418
+00:55:47,290 --> 00:55:57,350
+عندي ال sigma M التلاتة عشرين و نص تربيع زائد تلاتة
+
+419
+00:55:57,350 --> 00:56:03,850
+في تسعة عشر الكل
+
+420
+00:56:03,850 --> 00:56:12,150
+أص نص كم؟ 
+
+421
+00:56:12,150 --> 00:56:20,890
+حد أكم؟ تسعة وتسعين و
+
+422
+00:56:20,890 --> 00:56:24,010
+نص ماجة بس كده
+
+423
+00:56:35,380 --> 00:56:43,840
+عندي هذي S Y S U T أنا بحكي Godman هذي S E هذي S Y
+
+424
+00:56:43,840 --> 00:56:50,540
+عندي كأنه هتعامل معاها أنه هذي load line ال sigma
+
+425
+00:56:50,540 --> 00:56:54,360
+الـ بتاعتها تسأل ال S يلد ال S تسعة وتسعين و نص
+
+426
+00:56:54,360 --> 00:56:57,820
+خلينا
+
+427
+00:56:57,820 --> 00:57:05,580
+نحسب ال slope ال R بس sigma A prime على ال sigma m
+
+428
+00:57:05,580 --> 00:57:14,260
+prime اللي هو ستة و عشرين point four على
+
+429
+00:57:14,260 --> 00:57:28,220
+تسعة و تسعين و نص نعم
+
+430
+00:57:28,220 --> 00:57:28,820
+point
+
+431
+00:57:35,040 --> 00:57:40,840
+إنان ستة إحنا 
+
+432
+00:57:40,840 --> 00:57:43,260
+الـ .. الـ .. الـ God من الله يعني مو عادلته إيش هي
+
+433
+00:57:43,260 --> 00:57:57,780
+هذا ال failure اللي هي هتكون SM على SE SA
+
+434
+00:57:57,780 --> 00:58:09,090
+على SE زائد SM على SUT بصوت واحد والـ lead line
+
+435
+00:58:09,090 --> 00:58:14,330
+معدلته نحكي
+
+436
+00:58:14,330 --> 00:58:24,830
+SM على SY زائد SA على SY
+
+437
+00:58:24,830 --> 00:58:26,810
+بصوت واحد
+
+438
+00:58:34,270 --> 00:58:39,390
+هذه ال R critical صح؟ بتاعتها يعني ال R critical
+
+439
+00:58:39,390 --> 00:58:42,190
+اللي بيكون عندها ال factor of status لل yields و
+
+440
+00:58:42,190 --> 00:58:51,470
+لل fatigue نفس الشيء يعني النقطة دي satisfied يعني
+
+441
+00:58:51,470 --> 00:58:56,070
+هين هتكون عندها SM
+
+442
+00:58:58,470 --> 00:59:08,030
+زائد SA بيستوى SY يعني SM سوى SY ناقص SA لو نعود
+
+443
+00:59:08,030 --> 00:59:13,350
+في هذه سيكون دي SA على
+
+444
+00:59:13,350 --> 00:59:17,270
+SE زائد
+
+445
+00:59:17,270 --> 00:59:23,050
+SY ناقص
+
+446
+00:59:23,050 --> 00:59:33,320
+SA على SUT ساو واحد واضرب
+
+447
+00:59:33,320 --> 00:59:41,940
+الطرفين ب SE SUT بس لعندي SA SUT
+
+448
+00:59:41,940 --> 00:59:45,080
+زاد
+
+449
+00:59:45,080 --> 00:59:56,380
+SY SE ناقص SA SE ساو SE SUT
+
+450
+01:00:06,610 --> 01:00:11,310
+عندي هاخد S A عندي
+
+451
+01:00:11,310 --> 01:00:24,930
+S U T ناقص S E بالساوية S E في
+
+452
+01:00:24,930 --> 01:00:33,550
+S U T ناقص S Y قلت
+
+453
+01:00:33,550 --> 01:00:34,250
+S A
+
+454
+01:00:39,200 --> 01:00:47,200
+بتكون تستاوى SE في
+
+455
+01:00:47,200 --> 01:00:53,660
+SUT ناقص SY على
+
+456
+01:00:53,660 --> 01:01:01,700
+SUT ناقص SE الـ
+
+457
+01:01:01,700 --> 01:01:07,060
+SE أكمل حسبنا مية وتمانية
+
+458
+01:01:07,060 --> 01:01:07,460
+واربعين
+
+459
+01:01:11,380 --> 01:01:19,960
+في أربعمية وأربعين معينة ثلاثمائة والسبعين على
+
+460
+01:01:19,960 --> 01:01:23,120
+الأربعمية
+
+461
+01:01:23,120 --> 01:01:26,460
+واربعين ناقص مية واتمانية واربعين
+
+462
+01:01:49,470 --> 01:01:58,470
+ها كم تطلع ال S.A خمس
+
+463
+01:01:58,470 --> 01:02:04,770
+تلاتين و نص ميجا بسكال
+
+464
+01:02:09,690 --> 01:02:17,090
+هتكون ال S Y هي تلت مية وسبعين ناقص خمس تلاتين و
+
+465
+01:02:17,090 --> 01:02:25,330
+نص أكم تطلع تلاتمية و أربعة و تلاتين و نص أكم
+
+466
+01:02:25,330 --> 01:02:31,350
+تلاتمية و أربعة و تلاتين و نص طيب
+
+467
+01:02:31,350 --> 01:02:40,470
+ال R critical هتكون ال S A على SM اللي هو خمس
+
+468
+01:02:40,470 --> 01:02:46,270
+تلاتين و نص على تلاتمية و أربعة تلاتين و نص أكم
+
+469
+01:02:46,270 --> 01:02:56,590
+تطلع point واحد إحنا
+
+470
+01:02:56,590 --> 01:03:00,650
+ال load line ال slope تبقى أكم point اتنين ستة
+
+471
+01:03:00,650 --> 01:03:04,350
+معناته هتكون إحنا ال load line بتاعنا جايز زي هيك
+
+472
+01:03:04,350 --> 01:03:04,790
+شكله
+
+473
+01:03:10,680 --> 01:03:16,780
+إحنا حكينا هذه النقطة بتاعتنا الـ .. الـ sigma m
+
+474
+01:03:16,780 --> 01:03:25,020
+تسعة تسعين و نص وهذه ستة عشرين point four ستة
+
+475
+01:03:25,020 --> 01:03:33,340
+عشرين point four صح؟ معناته
+
+476
+01:03:38,200 --> 01:03:43,140
+الفترة الصيفة هيكون عندي في حالة goodman هيكون
+
+477
+01:03:43,140 --> 01:03:50,120
+عندي sigma a prime على se زائد sigma m prime على
+
+478
+01:03:50,120 --> 01:03:56,920
+sut بسواحد على nf يعني عندي sigma a prime اللي هي
+
+479
+01:03:56,920 --> 01:04:02,640
+ستة عشرين point four على مية و تمانية و أربعين زائد
+
+480
+01:04:02,640 --> 01:04:06,900
+sigma m prime تسعة و تسعين و نص على أربعمية و
+
+481
+01:04:06,900 --> 01:04:21,280
+أربعين بس هو واحد على NF و منها بطلع ال NF كام؟
+
+482
+01:04:21,280 --> 01:04:24,580
+2.47
+
+483
+01:04:24,580 --> 01:04:29,840
+طيب
+
+484
+01:04:29,840 --> 01:04:33,080
+في حالة Langer Line، Langer Line هيكون عنده
+
+485
+01:04:45,870 --> 01:04:57,510
+اللي هو sigma a prime على sy زائد sigma n prime
+
+486
+01:04:57,510 --> 01:05:05,370
+على sy سواحد على ny يعني
+
+487
+01:05:05,370 --> 01:05:10,970
+هيكون عندي ستة وعشرين point four على تلت مية و
+
+488
+01:05:10,970 --> 01:05:17,490
+سبعين زائد تسعة و تسعين و نص على تلت مية و سبعين
+
+489
+01:05:17,490 --> 01:05:30,410
+سواحد على انواع و منها انواع طبعا
+
+490
+01:05:30,410 --> 01:05:36,830
+في خطأ عندنا صار حد إن أنا اكتشف الخطأ أيش هو
+
+491
+01:05:36,830 --> 01:05:38,850
+فخلينا نحصل انواع
+
+492
+01:05:44,340 --> 01:05:52,240
+تسعة أربعة اتنين point تسعة أربعة الخطأ الوحيد
+
+493
+01:05:52,240 --> 01:05:58,740
+اللي صار عندنا اللي هو non-rotating shaft صح؟
+
+494
+01:05:58,740 --> 01:06:09,060
+معناته ال Kb Kb هتختلف عندما نحسب D effective أو D
+
+495
+01:06:09,060 --> 01:06:12,960
+equivalent هنحسب D equivalent في حالة non-rotating
+
+496
+01:06:12,960 --> 01:06:30,680
+shaft بس تختلف ال S A ال
+
+497
+01:06:30,680 --> 01:06:39,220
+D Equal هتكون point 3 7 D لنحسب هو non rotating
+
+498
+01:06:42,140 --> 01:06:48,780
+معناته دي equivalent بون تلاتة سبعة في دي يعني
+
+499
+01:06:48,780 --> 01:06:57,080
+هتكون بون تلاتة سبعة في اتنين واربعين كم؟
+
+500
+01:06:57,080 --> 01:07:03,060
+معناته
+
+501
+01:07:03,060 --> 01:07:06,960
+ال KB هتكون تساوي
+
+502
+01:07:22,070 --> 01:07:31,370
+الكابي اللي هو واحد point two four في دي أس ناقص
+
+503
+01:07:31,370 --> 01:07:38,110
+point one oh seven واحد point two four في دي اللي
+
+504
+01:07:38,110 --> 01:07:42,450
+هي خمستاشر و نص أس ناقص point one oh seven
+
+505
+01:07:48,710 --> 01:07:53,130
+الاس إي في الحالة هذه ستكون تساوي كالي كانت point
+
+506
+01:07:53,130 --> 01:08:00,650
+8 1 إذا فاكرين صح في كابي اسموليها كابي point 9 2
+
+507
+01:08:00,650 --> 01:08:15,150
+point 9 2 في 220 أكتر طلع الاس إي 63
+
+508
+01:08:15,150 --> 01:08:16,450
+.9
+
+509
+01:08:18,180 --> 01:08:25,840
+معناته هتصير التغييرات إن هنا هتصير
+
+510
+01:08:25,840 --> 01:08:30,100
+عنده 163
+
+511
+01:08:30,100 --> 01:08:32,820
+.9
+
+512
+01:08:58,710 --> 01:09:06,130
+الحل مش هتتغير، مافيش عندك SE أساسا، و هذا مش
+
+513
+01:09:06,130 --> 01:09:11,110
+هتأثرك، هذا هتختلف في هذه القيامة، بس هضل مش هتأثر
+
+514
+01:09:11,110 --> 01:09:11,710
+على الحل
+
+515
+01:09:43,090 --> 01:09:43,530
+طيب
+
+516
+01:10:39,030 --> 01:10:43,870
+فيه هنرجع ال fatigue failure for brittle materials
+
+517
+01:10:43,870 --> 01:10:47,930
+ال
+
+518
+01:10:47,930 --> 01:10:51,010
+fatigue failure for brittle materials اللي بتكون
+
+519
+01:10:51,010 --> 01:10:59,970
+ال design equation بحسب
+
+520
+01:11:18,720 --> 01:11:25,980
+هذه SUT وهذه الـ Sigma M وهذه ال Sigma Alternating
+
+521
+01:11:25,980 --> 01:11:35,460
+وهذه S A هنا Sigma M موجبة يعني عند positive mean
+
+522
+01:11:35,460 --> 01:11:42,380
+stress وهنا Sigma M عشان معناه negative ال failure
+
+523
+01:11:42,380 --> 01:11:51,910
+line هذا non-linear اللي هو هيكون عندي S A على S E
+
+524
+01:11:51,910 --> 01:12:07,210
+بالساوية واحد ناقص S M على S U T على
+
+525
+01:12:07,210 --> 01:12:14,860
+واحد زائد S M على S U T هذا في الربع الأول في الربع
+
+526
+01:12:14,860 --> 01:12:20,100
+الثاني إذا كانت ال sigma ام السالب أ يعني طبعا إذا
+
+527
+01:12:20,100 --> 01:12:30,020
+هين بتعود إذا بتعود عن س ا بالساوية Sigma A و S M
+
+528
+01:12:30,020 --> 01:12:36,560
+بيساوي N Sigma M يحصل على Design Equation N Sigma
+
+529
+01:12:36,560 --> 01:12:41,060
+Alternating على S E بيساوي واحد ناقص N Sigma M على
+
+530
+01:12:41,060 --> 01:12:51,500
+S U T على واحد زائد N Sigma M على S U T For
+
+531
+01:12:51,500 --> 01:12:52,320
+a radial line
+
+532
+01:12:56,720 --> 01:13:00,980
+الـ slope بتاع R بتكون
+
+533
+01:13:00,980 --> 01:13:12,400
+نقطة تقاطع حادة عبارة عن S M و S A والـ R بيساوي S
+
+534
+01:13:12,400 --> 01:13:18,650
+A على S M بتكون ال S A موطنة بالعلاقة اللي أنتو
+
+535
+01:13:18,650 --> 01:13:22,350
+شايفينها S A بيصيح R S U T زائد S E على اتنين في
+
+536
+01:13:22,350 --> 01:13:27,750
+ناقص واحد زائد جزء تربيع لواحد زائد أربعة R S U T S
+
+537
+01:13:27,750 --> 01:13:32,110
+E على افتح course R S U T زائد S E second course
+
+538
+01:13:32,110 --> 01:13:37,810
+لكل تربيع كله تحت الجزر في ال second quadrant
+
+539
+01:13:37,810 --> 01:13:45,170
+بتكمل علاقة إيش linear تكون علاقة linear بيكون علاقة
+
+540
+01:13:45,170 --> 01:13:48,810
+بين ال S A و ال S M زي ما أنت شايفين linear S A
+
+541
+01:13:48,810 --> 01:13:54,470
+بيستوى S E زائد افتح قوس SE على SUT ناقص واحد في SM
+
+542
+01:13:54,470 --> 01:13:58,030
+طبعا ال SE و الـ .. و ال SUT material properties
+
+543
+01:13:58,030 --> 01:14:02,650
+يعني كلها constants فالعلاقة linear بين ال SE و ال
+
+544
+01:14:02,650 --> 01:14:10,230
+SM لاحظوا ال SE أقل من ال SUT فبيكون ال slope
+
+545
+01:14:10,230 --> 01:14:13,430
+negative دايما عشانك جاي فعلا ال slope أكتر من
+
+546
+01:14:13,430 --> 01:14:15,610
+تسعين درجة زاوية فارجية
+
+547
+01:14:20,030 --> 01:14:26,050
+طبعا هذه المعادلة for cast iron تابل A24 في الكتاب
+
+548
+01:14:26,050 --> 01:14:30,090
+ماعطيني خصائص ل grade cast iron
+
+549
+01:14:52,930 --> 01:14:58,350
+تلاتة و عشرين صح؟
+
+550
+01:14:58,350 --> 01:15:09,490
+أربعة و عشرين هذا أربعة و عشرين هذا خلينا
+
+551
+01:15:09,490 --> 01:15:15,450
+نلفه هذه
+
+552
+01:15:15,450 --> 01:15:15,770
+آه
+
+553
+01:15:22,380 --> 01:15:26,640
+عندي اللي هو ال mechanical properties of three non
+
+554
+01:15:26,640 --> 01:15:29,620
+-steel metals هدى ال typical properties of a great
+
+555
+01:15:29,620 --> 01:15:33,820
+cast iron معطين التنسايل strength in tension وعندي
+
+556
+01:15:33,820 --> 01:15:38,220
+ال strength in compression و ال shear modulus of
+
+557
+01:15:38,220 --> 01:15:41,400
+rupture SSU و ال modulus of elasticity و ال
+
+558
+01:15:41,400 --> 01:15:46,220
+endurance limit نفس ال limit طبعا هنحكي ملاحظة حاط
+
+559
+01:15:46,220 --> 01:15:47,260
+عليها النجمة
+
+560
+01:15:49,580 --> 01:15:56,120
+معطيني ال fatigue stress concentration factor هنا 
+
+561
+01:15:56,120 --> 01:16:02,760
+عندي الـ endurance limit already includes k a و kb
+
+562
+01:16:02,760 --> 01:16:09,100
+يعني هي هتكون جاهزة فيها مشمولة k a و k b مشمولة
+
+563
+01:16:09,100 --> 01:16:13,840
+average kc for axial and torsional is 0.9
+
+564
+01:16:21,970 --> 01:16:31,050
+طيب شوف مثال a grade 30 gray cast iron is
+
+565
+01:16:31,050 --> 01:16:35,270
+subjected to a load F applied to a 1 في 3.75 bone
+
+566
+01:16:35,270 --> 01:16:39,130
+inch cross section link with a 0.25 inch diameter
+
+567
+01:16:39,130 --> 01:16:43,830
+hole drilled in the center يعني عندي قطعة .. هاي
+
+568
+01:16:43,830 --> 01:16:47,470
+القطعة عرضها 
+
+569
+01:16:48,930 --> 01:16:54,990
+واحد انش وسمكتها ثلاثة على تمانية انش وفيها ثقوب قطر
+
+570
+01:16:54,990 --> 01:17:03,610
+ربع انش وفي عليها load F load F وهي grade 30
+
+571
+01:17:03,610 --> 01:17:07,670
+grade cast iron 
+
+572
+01:17:07,670 --> 01:17:12,400
+service are machine machine services in the
+
+573
+01:17:12,400 --> 01:17:15,780
+neighborhood of the hole بيه على مقرب من الثقوب
+
+574
+01:17:15,780 --> 01:17:18,480
+what is the factor of safety guarding against
+
+575
+01:17:18,480 --> 01:17:22,960
+failure under the following conditions أولًا الـ
+
+576
+01:17:22,960 --> 01:17:30,280
+load F equal 1000 pound for tensile يعني
+
+577
+01:17:30,280 --> 01:17:36,220
+steady الـ load ثابت الحالة ان الـ load is 1
+
+578
+01:17:36,220 --> 01:17:39,840
+thousand pound for repeatedly applied يعني بتتغير
+
+579
+01:17:39,840 --> 01:17:44,060
+من صفر لألف الحالة بتاعة الـ the load flashes between
+
+580
+01:17:44,060 --> 01:17:51,120
+بتغير من ناقص ألف لتلاتمئة الأن هنشوف كيف حله عشان
+
+581
+01:17:51,120 --> 01:18:00,500
+اختصر الوقت هنطلع الكتاب صح
+
+582
+01:18:00,500 --> 01:18:01,440
+حاكم تقريبا
+
+583
+01:18:15,910 --> 01:18:16,930
+طيب هاي 300
+
+584
+01:18:56,250 --> 01:19:02,790
+هذا خلصت منه اه ماشي هو
+
+585
+01:19:02,790 --> 01:19:09,710
+هذا طيب أول شيء هو طلع الخواص الميكانيكية من الـ
+
+586
+01:19:09,710 --> 01:19:15,210
+table A 24 طلع الخواص الميكانيكية يعني طلع الـ SUT
+
+587
+01:19:15,210 --> 01:19:21,030
+31 والـ SUC احنا رده حكينا الـ KA والـ KP مشمولين
+
+588
+01:19:21,030 --> 01:19:24,370
+في الـ SE prime هذا طبعا الـ KA والـ SE prime هو
+
+589
+01:19:24,370 --> 01:19:28,430
+اللي جابها من الـ table نفسه مشمول فيها الـ k a و
+
+590
+01:19:28,430 --> 01:19:34,070
+الـ kbc هو بيحكيلك since اللي انا عنده الـ load نوعه
+
+591
+01:19:34,070 --> 01:19:37,890
+axial load معناته الـ kc هتكون حكينا تسعة من عشرة
+
+592
+01:19:37,890 --> 01:19:42,830
+معناته الـ se هتكون اللي هي 14 في تسعة من عشرة
+
+593
+01:19:42,830 --> 01:19:48,350
+تطلع 12.6 kpsi طبعا هو بيجي يحسب الـ
+
+594
+01:19:48,350 --> 01:19:50,630
+cross section ايه بيحسب الـ net بيطرح منها القطر
+
+595
+01:19:50,630 --> 01:19:56,220
+بيطرح العرض واحد انش بيطلع منه ربع يعني هتكون واحد
+
+596
+01:19:56,220 --> 01:19:59,260
+ناقص ربع في السماكة بيطلعي الـ cross sectional area
+
+597
+01:19:59,260 --> 01:20:04,320
+و
+
+598
+01:20:04,320 --> 01:20:09,020
+بروح على الـ tables بيطلع الـ geometric stress
+
+599
+01:20:09,020 --> 01:20:11,640
+concentration factor بلزمه اللي هو دي بتاعة القطر
+
+600
+01:20:11,640 --> 01:20:18,060
+و عرض القطعة D على W بيطلع منه الـ KT الـ cast iron
+
+601
+01:20:18,060 --> 01:20:19,160
+الـ Q بتاعته
+
+602
+01:20:27,550 --> 01:20:34,690
+الحلول اللي حكينا steady load ألف pound معناته الـ
+
+603
+01:20:34,690 --> 01:20:38,090
+sigma alternating بالساوية زيرو واللود معناته
+
+604
+01:20:38,090 --> 01:20:38,810
+static
+
+605
+01:20:41,340 --> 01:20:46,180
+الآن في حالة الـ .. احنا نحكي في الشبطة الخامس في
+
+606
+01:20:46,180 --> 01:20:51,700
+حالة الـ cast iron لما يكون under static loading we
+
+607
+01:20:51,700 --> 01:20:55,240
+ignore الـ stress concentration effect we don't
+
+608
+01:20:55,240 --> 01:20:58,260
+apply الـ stress concentration effect فاعطول حاجة
+
+609
+01:20:58,260 --> 01:21:03,980
+هو الـ sigma m بيستوى Fm على a حسب الـ mean stress
+
+610
+01:21:03,980 --> 01:21:09,220
+الـ Fm اللي هي ألف على الـ area بعدين احكي الـ N بساوي
+
+611
+01:21:09,220 --> 01:21:13,020
+احنا حكينا في حالة الـ brittle materials بنستخدم الـ
+
+612
+01:21:13,020 --> 01:21:15,560
+SUT في حالة الـ ductile materials بنستخدم الـ SY
+
+613
+01:21:15,560 --> 01:21:19,300
+صح؟ فانتظرت الـ N بساوي الـ SUT على الـ sigma عام حسب
+
+614
+01:21:19,300 --> 01:21:22,700
+الـ factor of safety هذه الحالة الأولى الحالة
+
+615
+01:21:22,700 --> 01:21:27,360
+الثانية اللي هو بتتغير من صفر ل ألف معناته هتكون
+
+616
+01:21:27,360 --> 01:21:31,160
+الـ الـ الـ sigma alternating
+
+617
+01:21:41,140 --> 01:21:45,420
+الحلول هيها مافيش هي الحلقة الأولى مظبوط static
+
+618
+01:21:45,420 --> 01:21:53,340
+loading في بس عندي sigma M حلقة
+
+619
+01:21:53,340 --> 01:21:56,740
+ثانية الـ FA بيساوي FM اللي هي الـ main load و
+
+620
+01:21:56,740 --> 01:21:59,960
+القاطنين بنفس الاشه هيكون ألف على اثنين خمسمية معناه
+
+621
+01:21:59,960 --> 01:22:02,600
+الـ sigma alternating اللي انا عندي dynamic loading
+
+622
+01:22:02,600 --> 01:22:07,030
+مش static فهيحط الـ stress concentration factor
+
+623
+01:22:07,030 --> 01:22:12,610
+sigma A بيساوي sigma M بيساوي KF FA على A تطلع 2.3
+
+624
+01:22:12,610 --> 01:22:18,170
+Kpsi الـ الـ الـ الـ mail بتاع الـ load line
+
+625
+01:22:18,170 --> 01:22:22,790
+اللي هي sigma A على sigma M بيساوي ايش؟ واحد وحسب
+
+626
+01:22:22,790 --> 01:22:29,510
+ايش الـ SA معادلة التقاطع بين الـ load line والـ
+
+627
+01:22:29,510 --> 01:22:34,940
+fatigue line بعدين حكي الان بيساوي SA على سجما M
+
+628
+01:22:34,940 --> 01:22:38,620
+تطلع 3.32 حالة تالت بتتغير من
+
+629
+01:22:38,620 --> 01:22:46,320
+ناقص ألف لتلاتمئة الـ F alternating حسبها بتطلع
+
+630
+01:22:46,320 --> 01:22:50,220
+ستمئة وخمسين والـ F M بتطلع ناقص تلاتمئة وخمسين
+
+631
+01:22:50,220 --> 01:22:54,360
+مانعطي احنا في الـ مربع .. في الربع الثاني حسب الـ
+
+632
+01:22:54,360 --> 01:22:59,240
+sigma A حط الـ stress concentration factor حسب الـ
+
+633
+01:22:59,240 --> 01:23:05,760
+sigma M والـ load line الـ slope حسبه بعدين حسب نقطة
+
+634
+01:23:05,760 --> 01:23:08,720
+تقاطع الـ load line مع الـ failure .. الـ fatigue
+
+635
+01:23:08,720 --> 01:23:14,900
+failure line بتطلع 18.5 Kpsi فاكرة ستة
+
+636
+01:23:14,900 --> 01:23:18,920
+بيكون SA على سيجماية بتطلع 6.2
+
+637
+01:23:23,370 --> 01:23:29,510
+الأنقف بلزمش في الـ .. يعني ايش اسمه؟ في الـ brittle
+
+638
+01:23:29,510 --> 01:23:35,230
+materials في
+
+639
+01:23:35,230 --> 01:23:44,170
+أي سؤال؟ هيكم يكون خلصنا،
+
+640
+01:23:44,170 --> 01:23:46,610
+ماشي؟ تاكل أعظم 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8.srt
new file mode 100644
index 0000000000000000000000000000000000000000..b6cd4adf4bba73702c9781c4b97f7520b04da50a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8.srt
@@ -0,0 +1,539 @@
+1
+00:00:05,080 --> 00:00:08,420
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,420 --> 00:00:13,040
+وبركاته اليوم هنكمل في مادة تصميم الآلات واحد
+
+3
+00:00:13,040 --> 00:00:16,740
+المحاضرة اللي فاتت حكينا عن bending stresses في
+
+4
+00:00:16,740 --> 00:00:22,260
+curved beams حلينا عليهم two examples اليوم هنحكي 
+
+5
+00:00:22,260 --> 00:00:26,460
+عن ال contact أو Hertz stresses طبعا ال contact
+
+6
+00:00:26,460 --> 00:00:30,460
+stresses يعني بتنشأ بين جسمين الأسطح بتاعتهم إيش؟
+
+7
+00:00:30,790 --> 00:00:36,510
+محدبة الأسطح بتاعتهم مش مستوية لما يكون مضغوطين 
+
+8
+00:00:36,510 --> 00:00:41,350
+على بعض بيعملوا ما يسمى contact stresses بحسب نوع
+
+9
+00:00:41,350 --> 00:00:45,750
+السطح إذا كان السطح فيه نوع من الكروية بيكون نوع
+
+10
+00:00:45,750 --> 00:00:51,050
+ال contact point contact أو تلامس نقطي إذا
+
+11
+00:00:51,050 --> 00:00:58,070
+كان طبيعة السطح أسطوانية بيكون بداية
+
+12
+00:00:58,070 --> 00:01:01,980
+ال contact بتكون خطية في كل الحالات الـ contact
+
+13
+00:01:01,980 --> 00:01:05,880
+stresses ال point contact أو ال line contact بتتحول
+
+14
+00:01:05,880 --> 00:01:10,460
+ليش؟ ل surface contact بيصير deformation على الأسطح
+
+15
+00:01:10,460 --> 00:01:16,320
+وبيصير عندها surface أو area contact طبيعة ال
+
+16
+00:01:16,320 --> 00:01:20,240
+stresses المتولدة 3D أو three dimensional in
+
+17
+00:01:20,240 --> 00:01:26,940
+nature، أمثلة معروفة لل contact stresses، إذا عندي
+
+18
+00:01:26,940 --> 00:01:36,250
+عجلة تتدحرج على مصار، المصارمستوى العجل عايش معناه 
+
+19
+00:01:36,250 --> 00:01:41,670
+أسطوانية فبيصير عندي contact stresses أو between
+
+20
+00:01:41,670 --> 00:01:47,430
+two mating gears ال gear .. ال .. ال .. ال gear
+
+21
+00:01:47,430 --> 00:01:52,170
+profile عبارة عايش عن involute is a surface
+
+22
+00:01:52,170 --> 00:01:55,610
+مش .. مش سطح مستوى ف two involute surfaces على بعض
+
+23
+00:01:55,610 --> 00:01:59,950
+بيعملوا contact stresses أو two roller .. أو 
+
+24
+00:01:59,950 --> 00:02:02,590
+roller bearings فال bearing بيكون في  rollers
+
+25
+00:02:02,590 --> 00:02:07,890
+بتكون cylindrical أو spherical بيصير contact اللي
+
+26
+00:02:07,890 --> 00:02:13,750
+هي contact stresses بين non plan surface يعني 
+
+27
+00:02:13,750 --> 00:02:17,290
+بيصير تنامس بين أسطح غير مستوية
+
+28
+00:02:20,430 --> 00:02:25,110
+أنا الحالة اللي هنشوف هندرس حالة two spheres عند
+
+29
+00:02:25,110 --> 00:02:33,670
+كورتين قطر الكورة الأولى دي واحد الكورة الثانية
+
+30
+00:02:33,670 --> 00:02:40,910
+دي اتنين وفي force F ضغطهم على بعض لو 
+
+31
+00:02:40,910 --> 00:02:44,370
+كانت ال force قيمتها zero بيكون ال contact أشهر
+
+32
+00:02:44,370 --> 00:02:51,210
+بين الكورتين نقطة نتيجة ال pressing force ال point
+
+33
+00:02:51,210 --> 00:02:57,770
+contact بتتحول ل area contact أو بيصير عندي السطح
+
+34
+00:02:57,770 --> 00:03:03,850
+تلامس و بيصير في pressure distribution في pressure
+
+35
+00:03:03,850 --> 00:03:07,030
+distribution على ال .. على ال deformed area ال
+
+36
+00:03:07,030 --> 00:03:13,030
+pressure distribution بيكون maximum في النص و في 
+
+37
+00:03:13,030 --> 00:03:16,770
+نهاية ال contact إيش بيكون؟ معناه ال contact انتهى، 
+
+38
+00:03:16,770 --> 00:03:22,330
+zero معناه أنت بيكون ال pressure maximum في نص ال 
+
+39
+00:03:22,330 --> 00:03:29,690
+contact و zero على الأطراف ال 
+
+40
+00:03:29,690 --> 00:03:34,230
+maximum pressure في مركز ال contact area يعطى
+
+41
+00:03:34,230 --> 00:03:40,880
+ بالعلاقة هذه تلاتة F على اتنين by a square ال a
+
+42
+00:03:40,880 --> 00:03:46,100
+اللي هي نص قطر ال area of contact نص قطر ال area
+
+43
+00:03:46,100 --> 00:03:50,300
+of contact ال two a اللي هي قطر ال area of contact
+
+44
+00:03:50,300 --> 00:03:54,680
+معناته ال maximum pressure بيساوي تلاتة F على اتنين
+
+45
+00:03:54,680 --> 00:04:00,920
+by a square طبعا اللي صار عندي area of contact نتيجة
+
+46
+00:04:00,920 --> 00:04:09,710
+ال deformation deformation طبعا كميتها تعتمد على ال
+
+47
+00:04:09,710 --> 00:04:11,870
+material و ال geometry
+
+48
+00:04:17,750 --> 00:04:22,690
+الآن ال A نص القطر لل air contact معطولة علاقة اللي 
+
+49
+00:04:22,690 --> 00:04:29,230
+هي المعادلة التكوينية ل 3 F على 8 في 1 ناقص nu 1
+
+50
+00:04:29,230 --> 00:04:35,070
+square على E 1 زائد 1 ناقص nu 2 square على E 2 على
+
+51
+00:04:35,070 --> 00:04:41,610
+1 على D 1 زائد 1 على D 2 طبعا ال nu 1 و nu 2 هي ال
+
+52
+00:04:41,610 --> 00:04:46,580
+Poisson ratio لل materials لل two spheres و ال E1 و
+
+53
+00:04:46,580 --> 00:04:50,220
+ال E2 هي ال modulus  لل two spheres و ال 
+
+54
+00:04:50,220 --> 00:04:54,500
+D1 و D2 هي قطر ال sphere الأولى و قطر ال sphere
+
+55
+00:04:54,500 --> 00:05:00,500
+الثانية و ال F هي ال force اللي ضغطت ال two spheres
+
+56
+00:05:00,500 --> 00:05:08,000
+مع بعض طيب
+
+57
+00:05:14,260 --> 00:05:17,640
+معناته ال P maximum ستكون ثلاثة F على اتنين by A
+
+58
+00:05:17,640 --> 00:05:25,020
+Square لأن نرجع للشكل عندي
+
+59
+00:05:25,020 --> 00:05:30,600
+زي ما تشوفي عندي هذا هو ال Z Axis و هذا ال Y Axis
+
+60
+00:05:30,600 --> 00:05:35,940
+معناته ال X Axis هيكون عمودي على الصفحة لجوه ولا
+
+61
+00:05:35,940 --> 00:05:42,330
+بره هيكون لجوه لازم نستخدم ال right hand rule هيكون 
+
+62
+00:05:42,330 --> 00:05:46,770
+ال z لتحته صح؟ فهيكون ال positive x axis عمودي على
+
+63
+00:05:46,770 --> 00:05:55,470
+الصفحة لجوه فهيتولد stresses باتجاه ال x و ال y و
+
+64
+00:05:55,470 --> 00:06:00,480
+ال z طبعا لأنه spherical ال shape هتكون فيه عندي
+
+65
+00:06:00,480 --> 00:06:05,400
+sigma z و عندي sigma x و sigma y هتكون متساويتين
+
+66
+00:06:05,400 --> 00:06:07,380
+لأنه شكل إيه؟ spherical
+
+67
+00:06:14,540 --> 00:06:16,960
+الـ principal stress و ال maximum stress on z axis
+
+68
+00:06:16,960 --> 00:06:19,040
+يعني القيمة دي سيجما واحد بيساوي سيجما اتنين
+
+69
+00:06:19,040 --> 00:06:23,180
+بيساوي سيجما X بيساوي سيجما Y معطاة بالعلاقة اللي 
+
+70
+00:06:23,180 --> 00:06:27,940
+هي minus P maximum في نفتح قوس واحد minus ال 
+
+71
+00:06:27,940 --> 00:06:31,360
+absolute value ل Z على A tan inverse ل واحد على
+
+72
+00:06:31,360 --> 00:06:35,160
+absolute value ل Z على A في واحد زائد ال U minus
+
+73
+00:06:35,160 --> 00:06:39,620
+واحد على اتنين في واحد زائد Z square على A square
+
+74
+00:06:39,620 --> 00:06:47,620
+طبعا ال Z هي ال distance تحت السطح يعني أنا كل ما
+
+75
+00:06:47,620 --> 00:06:54,460
+امشي في ال Z لجوا بتتغير ال stress ال stress في
+
+76
+00:06:54,460 --> 00:06:58,420
+اتجاه ال Z axis بيستخدمي سيجما ثري حيث هو minus P
+
+77
+00:06:58,420 --> 00:07:01,800
+max على واحد زائد Z square على A square
+
+78
+00:07:04,880 --> 00:07:08,400
+إذا بتحسب ال maximum shear stress إن إذا فاكرين
+
+79
+00:07:08,400 --> 00:07:13,520
+tau واحد اتنين tau واحد تلاتة tau اتنين تلاتة ال
+
+80
+00:07:13,520 --> 00:07:16,640
+maximum هتكون tau واحد تلاتة أو tau اتنين تلاتة
+
+81
+00:07:16,640 --> 00:07:22,140
+لأنه لإنه sigma متساويتين وبالتالي ال tau max ال
+
+82
+00:07:22,140 --> 00:07:25,020
+tau max هتكون sigma واحد ناقص sigma تلاتة على
+
+83
+00:07:25,020 --> 00:07:30,720
+اتنين أو sigma اتنين ناقص sigma تلاتة على اتنين لو 
+
+84
+00:07:30,720 --> 00:07:33,880
+خدنا مثلا ال steel ال Poisson ratio بتكون اللي هو
+
+85
+00:07:33,880 --> 00:07:39,400
+point three بتطلع ال tau maximum بيساوي point
+
+86
+00:07:39,400 --> 00:07:45,880
+three P max على عمق point four eight A عمق z جوه
+
+87
+00:07:45,880 --> 00:07:50,740
+ال material بيساوي 48% من نصف
+
+88
+00:07:50,740 --> 00:08:02,610
+قطر ال area of contact هذا ال plot لل sigma z هو ال
+
+89
+00:08:02,610 --> 00:08:08,630
+sigma x و sigma y و tau maximum مع ال distance
+
+90
+00:08:08,630 --> 00:08:11,790
+beneath ال surface of contact ال distance تحت ال 
+
+91
+00:08:11,790 --> 00:08:16,910
+surface of contact طبعا
+
+92
+00:08:16,910 --> 00:08:22,270
+هنا stress ratio اللي هو مثلا sigma z على P
+
+93
+00:08:22,270 --> 00:08:28,990
+maximum أو sigma x على P maximum أو sigma y على P 
+
+94
+00:08:28,990 --> 00:08:34,870
+maximum ف end هي sigma z الآن ال tau maximum إيش
+
+95
+00:08:34,870 --> 00:08:40,710
+بيساوي sigma z أو ناقص sigma x على اتنين مظبوط أو
+
+96
+00:08:40,710 --> 00:08:44,550
+sigma x ناقص sigma z على اتنين فتطلع ال tau
+
+97
+00:08:44,550 --> 00:08:47,930
+maximum ال tau maximum زي ما أنتم شايفين تقريبا
+
+98
+00:08:47,930 --> 00:08:52,630
+بتكون maximum عند احنا حكينا عند one four eight
+
+99
+00:08:57,700 --> 00:09:01,500
+هذه الحلول الحلول الآن هندرس ال contact stresses
+
+100
+00:09:01,500 --> 00:09:07,040
+في حالة two cylinders two cylinders in contact أنا 
+
+101
+00:09:07,040 --> 00:09:11,020
+بقى عندي ال two cylinders قطر السليندر الأولى دي
+
+102
+00:09:11,020 --> 00:09:15,340
+واحد قطر السليندر الثانية دي اتنين مضغوطين على بعض
+
+103
+00:09:15,340 --> 00:09:21,820
+باستخدام force F الآن في البعد الثالث للسليندر
+
+104
+00:09:21,820 --> 00:09:26,120
+اللي هو طول السليندر عمودي عليه الصفحة في البداية
+
+105
+00:09:26,120 --> 00:09:30,180
+لما تكون ال force زيرو هيكون ال contact عبارة عن
+
+106
+00:09:30,180 --> 00:09:36,100
+إيش line لما ال press by a force بتتحول ال area of
+
+107
+00:09:36,100 --> 00:09:41,840
+contact لمساحة مستطيل هتصير عبارة عن مستطيل
+
+108
+00:09:41,840 --> 00:09:47,670
+المستطيل عرضه 2B اللي يعني بيكون ال stress is
+
+109
+00:09:47,670 --> 00:09:54,650
+maximum في ال .. في النص ماشي وعند الأطراف إيش
+
+110
+00:09:54,650 --> 00:09:55,970
+بيكون ساوي؟ Zero
+
+111
+00:10:00,980 --> 00:10:05,900
+اللي هو ال B احنا ال 2B هي عرض ال area of contact
+
+112
+00:10:05,900 --> 00:10:12,380
+ال 2B عرض ال area of contact نص العرض اللي هو B ال
+
+113
+00:10:12,380 --> 00:10:13,400
+B يعطى بعلاقة
+
+114
+00:10:35,470 --> 00:10:39,790
+الآن في حالة السيلندر اللي احنا عنه حاكين إن ال z
+
+115
+00:10:39,790 --> 00:10:44,030
+axis لتحت و ال y axis على اليمين و ال x axis عمودي
+
+116
+00:10:44,030 --> 00:10:50,900
+على الصفحة لجوه نتيجة ال partial ratio effect حاسس
+
+117
+00:10:50,900 --> 00:10:56,480
+إن عندي sigma x و sigma y لأن ال surface مش
+
+118
+00:10:56,480 --> 00:11:01,020
+spherical، cylindrical، معناته sigma x في الحالة 
+
+119
+00:11:01,020 --> 00:11:04,640
+هذه هتختلف عن sigma y، هيكون في sigma x و في sigma
+
+120
+00:11:04,640 --> 00:11:12,390
+y الـ sigma x هتكون minus اتنين U P max في واحد زائد 
+
+121
+00:11:12,390 --> 00:11:15,470
+اجازة تربيع على z square على P تربيع minus ال
+
+122
+00:11:15,470 --> 00:11:20,210
+absolute value ل z على P و ال sigma y بيساوي minus
+
+123
+00:11:20,210 --> 00:11:23,410
+P max في واحد زائد اتنين في z square على P square
+
+124
+00:11:23,410 --> 00:11:26,170
+على اجازة تربيع على واحد زائد z square على P square
+
+125
+00:11:26,560 --> 00:11:31,380
+ناقص اتنين القيمة المطلقة لz على بي و ال sigma
+
+126
+00:11:31,380 --> 00:11:35,760
+تلاتة اللي هي sigma z بيصبح minus P max على الجذر
+
+127
+00:11:35,760 --> 00:11:41,980
+التربيعي لو واحد زائد z square زي بي square في حالة
+
+128
+00:11:41,980 --> 00:11:46,000
+ال steel و ما زرعش في تقريبا point تلاتة بتكون ال
+
+129
+00:11:46,000 --> 00:11:51,620
+tau max بيصبح point three P max و بيصبح على عمق z
+
+130
+00:11:51,620 --> 00:11:58,980
+بيصبح point سبعة تمانية ستة عند هذه sigma z طبعا كل
+
+131
+00:11:58,980 --> 00:12:04,140
+ما نتعمق جوه في المادة ال stress بيقل لحد ما يصير 
+
+132
+00:12:04,140 --> 00:12:11,380
+بعيد كتير عن ال contact فبيصير إيش قيمته؟ zero ال
+
+133
+00:12:11,380 --> 00:12:15,320
+sigma z ال sigma y ال sigma x و ال tau max زي ما
+
+134
+00:12:15,320 --> 00:12:20,640
+تشوفين ال tau max بتكون على عمق bond 786b
+
+135
+00:12:24,470 --> 00:12:28,770
+هكذا نكون خلصنا سبتر تلاتة، أعطيكم العافية
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..bfe3337611b5948d2e81706f04ed4a754184c19e
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/BqpkIGskRw8_raw.srt
@@ -0,0 +1,540 @@
+1
+00:00:05,080 --> 00:00:08,420
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,420 --> 00:00:13,040
+وبركاته اليوم هنكمل في مادة تصميم الألات واحد
+
+3
+00:00:13,040 --> 00:00:16,740
+المحاضرة اللي فاتها حكينا عن bending stresses في
+
+4
+00:00:16,740 --> 00:00:22,260
+curved beams حلينا عليهم two examples اليوم هنحكي
+
+5
+00:00:22,260 --> 00:00:26,460
+عن ال contact او Herzen stresses طبعا ال contact
+
+6
+00:00:26,460 --> 00:00:30,460
+stresses يعني بتسيب بين جسمين الأسطح بتاعتها إيش؟
+
+7
+00:00:30,790 --> 00:00:36,510
+محدبة الأسطح بتاعتها مش مستوية لما يكون مضغوطين
+
+8
+00:00:36,510 --> 00:00:41,350
+على بعض بيعملوه ما يسمى contact stresses بحسب نوع
+
+9
+00:00:41,350 --> 00:00:45,750
+السطح إذا كان السطح فيه نوع من الكروية بيكون نوع
+
+10
+00:00:45,750 --> 00:00:51,050
+ال contact contact أو تلامس نقطي point contact إذا
+
+11
+00:00:51,050 --> 00:00:58,070
+كان طبيعة السطح أسطوانية بيكون البداية
+
+12
+00:00:58,070 --> 00:01:01,980
+لل contact بتكون خطية في كل حوالاتيشال contact
+
+13
+00:01:01,980 --> 00:01:05,880
+stresses ال point contact او ال line contact بتحول
+
+14
+00:01:05,880 --> 00:01:10,460
+ليش؟ ل surface contact بصير deformation على الأسطح
+
+15
+00:01:10,460 --> 00:01:16,320
+وبصير عندهياش surface او area contactطبيعة ال
+
+16
+00:01:16,320 --> 00:01:20,240
+stresses المتولدة 3D أو three dimensional in
+
+17
+00:01:20,240 --> 00:01:26,940
+nature، أمثلة معروفة لل contact stresses، إذا عندي
+
+18
+00:01:26,940 --> 00:01:36,250
+عجلة تتدحرج على مصار، المصارمستوى العجل عايش معناه
+
+19
+00:01:36,250 --> 00:01:41,670
+أسطوانية فبصير عندي contact stresses أو between
+
+20
+00:01:41,670 --> 00:01:47,430
+two mating gears ال gear .. ال .. ال .. ال gear
+
+21
+00:01:47,430 --> 00:01:52,170
+profile عبارة عايش عن invalidinvolute is a surface
+
+22
+00:01:52,170 --> 00:01:55,610
+مش .. مش سطح مستوى ف two involute surfaces على بعض
+
+23
+00:01:55,610 --> 00:01:59,950
+بيعملوا contact stresses او two roller .. او
+
+24
+00:01:59,950 --> 00:02:02,590
+roller bearings فال bearing بيكون في ان rollers
+
+25
+00:02:02,590 --> 00:02:07,890
+بتكون cylindrical او spherical بيصير contact اللي
+
+26
+00:02:07,890 --> 00:02:13,750
+هي contact stresses بين non plan surface يعني
+
+27
+00:02:13,750 --> 00:02:17,290
+بيصير تنامس بين أسطح غير مستوية
+
+28
+00:02:20,430 --> 00:02:25,110
+انا الحالة اللى هنشوف هندرس حالة two spheres عند
+
+29
+00:02:25,110 --> 00:02:33,670
+كورتين قطر الكورة الأوراق دي واحد الكورة التانية
+
+30
+00:02:33,670 --> 00:02:40,910
+دي اتنين وفي force F ضغطهم على بعض لو
+
+31
+00:02:40,910 --> 00:02:44,370
+كانت ال force قيمتها zero بيكون ال contact اشهر
+
+32
+00:02:44,370 --> 00:02:51,210
+بين الكورتين نقطةنتجة ال pressing force ال point
+
+33
+00:02:51,210 --> 00:02:57,770
+contact بتحول ل area contact او بيصير عندى السطح
+
+34
+00:02:57,770 --> 00:03:03,850
+تلامس و بيصير في pressure distribution في pressure
+
+35
+00:03:03,850 --> 00:03:07,030
+distribution على ال .. على ال deformed area ال
+
+36
+00:03:07,030 --> 00:03:13,030
+pressure distribution بيكونmaximum في النص و في
+
+37
+00:03:13,030 --> 00:03:16,770
+نهاية ال contact ايش بيكون؟معناه ال contact انتهى،
+
+38
+00:03:16,770 --> 00:03:22,330
+zero معناه انت بيكون ال pressure maximum في نص ال
+
+39
+00:03:22,330 --> 00:03:29,690
+contact و zero على الأطراف ال
+
+40
+00:03:29,690 --> 00:03:34,230
+maximum pressure في مركز ال contact area يعطى
+
+41
+00:03:34,230 --> 00:03:40,880
+بالعلاقة هذه تلاتة Fعلى اتنين by a square ال a
+
+42
+00:03:40,880 --> 00:03:46,100
+اللي هي نص قطر ال area of contact نص قطر ال area
+
+43
+00:03:46,100 --> 00:03:50,300
+of contact ال two a اللي هي قطر ال area of contact
+
+44
+00:03:50,300 --> 00:03:54,680
+معناته ال maximum pressure بستوى تلاتة F على اتنين
+
+45
+00:03:54,680 --> 00:04:00,920
+by a square طبعا الصار عندى area of contact نتيجة
+
+46
+00:04:00,920 --> 00:04:09,710
+ال deformationdeformation طبعا كميتها تعتمد على ال
+
+47
+00:04:09,710 --> 00:04:11,870
+material و ال geometry
+
+48
+00:04:17,750 --> 00:04:22,690
+الان ال A نص القطر لل air contact معطول علاقة اللى
+
+49
+00:04:22,690 --> 00:04:29,230
+هى الجزر التكييبى ل 3 F على 8 فى 1 ناقص nu 1
+
+50
+00:04:29,230 --> 00:04:35,070
+square على E 1 زائد 1 ناقص nu 2 square على E 2 على
+
+51
+00:04:35,070 --> 00:04:41,610
+1 على D 1 زائد 1 على D 2 طبعا ال nu 1 و nu 2 هى ال
+
+52
+00:04:41,610 --> 00:04:46,580
+poison ratio لل materials لل two spheresو ال A1 و
+
+53
+00:04:46,580 --> 00:04:50,220
+ال A2 هي ال modulus بالاساسة لل two spheres و ال
+
+54
+00:04:50,220 --> 00:04:54,500
+D1 و D2 هي قطر ال sphere الأولى و قطر ال sphere
+
+55
+00:04:54,500 --> 00:05:00,500
+التانية و ال F هي ال force اللى ضغط ال two spheres
+
+56
+00:05:00,500 --> 00:05:08,000
+مع بعض طيب
+
+57
+00:05:14,260 --> 00:05:17,640
+معناته ال P ماكسومة ستكون ثلاثة F على اتنين by A
+
+58
+00:05:17,640 --> 00:05:25,020
+Square لان نرجع للشكل عندى
+
+59
+00:05:25,020 --> 00:05:30,600
+زى ما تشوفى عندى هذا هو ال Z Axis و هذا ال Y Axis
+
+60
+00:05:30,600 --> 00:05:35,940
+معناته ال X Axis هكون عمودي على الصفحه لجوه ولا
+
+61
+00:05:35,940 --> 00:05:42,330
+براهيكون لجوه لازم تستخدم ال right hand rule هيكون
+
+62
+00:05:42,330 --> 00:05:46,770
+ال z لتحته صح؟ فهيكون ال positive x axis عمودي على
+
+63
+00:05:46,770 --> 00:05:55,470
+الصفحه لجوه فهيتولد stresses باتجاه ال x و ال y و
+
+64
+00:05:55,470 --> 00:06:00,480
+ال zطبعا لأنه spherical ال shape هتكون فيه عندى
+
+65
+00:06:00,480 --> 00:06:05,400
+sigma z و عندى sigma x و sigma y هتكون متساوين
+
+66
+00:06:05,400 --> 00:06:07,380
+لأنه شكل إيه؟ spherical
+
+67
+00:06:14,540 --> 00:06:16,960
+الـ principal stress و ال maximum stress on z axis
+
+68
+00:06:16,960 --> 00:06:19,040
+يعني الحكومة دي سيجما واحد بيستوى سيجما اتنين
+
+69
+00:06:19,040 --> 00:06:23,180
+بيستوى سيجما X بيستوى سيجما Y معطبة بالعلاقة اللي
+
+70
+00:06:23,180 --> 00:06:27,940
+هي minus P maximum في نفتح course واحد minus ال
+
+71
+00:06:27,940 --> 00:06:31,360
+absolute value ل Z على A tan inverse ل واحد على
+
+72
+00:06:31,360 --> 00:06:35,160
+absolute value ل Z على Aفي واحد زاد ال U minus
+
+73
+00:06:35,160 --> 00:06:39,620
+واحد على اتنين في واحد زاد Z square على A square
+
+74
+00:06:39,620 --> 00:06:47,620
+طبعا ال Z هي ال distance تحت السطح يعني انا كل ما
+
+75
+00:06:47,620 --> 00:06:54,460
+امشي في ال Z لجوا بتغير ال stress ال stress في
+
+76
+00:06:54,460 --> 00:06:58,420
+اتجاه ال Z axis بيستخدمي سيجما ثري حيث هو minus P
+
+77
+00:06:58,420 --> 00:07:01,800
+max على واحد زاد Z square على A square
+
+78
+00:07:04,880 --> 00:07:08,400
+إذا بتحسب ال maximum shared stress إن إذا فاكرين
+
+79
+00:07:08,400 --> 00:07:13,520
+tau واحد اتنين tau واحد تلاتة tau اتنين تلاتة ال
+
+80
+00:07:13,520 --> 00:07:16,640
+maximum هكون tau واحد تلاتة أو tau اتنين تلاتة
+
+81
+00:07:16,640 --> 00:07:22,140
+لإنه لإنه sigma متساويين وبالتالي ال tau max ال
+
+82
+00:07:22,140 --> 00:07:25,020
+tau max هتكون sigma واحد معناه sigma تلاتة على
+
+83
+00:07:25,020 --> 00:07:30,720
+اتنين أو sigma اتنين معناه sigma تلاتة على اتنينلو
+
+84
+00:07:30,720 --> 00:07:33,880
+خدنا مثلا ال steel ال poison ratio بتكون اللي هو
+
+85
+00:07:33,880 --> 00:07:39,400
+point three بتطلع ال tau maximum بالسواء point
+
+86
+00:07:39,400 --> 00:07:45,880
+three P max على عمق point four eight A عمق z جوه
+
+87
+00:07:45,880 --> 00:07:50,740
+ال material بيساوي تمانية و اربعين في المية من نصف
+
+88
+00:07:50,740 --> 00:08:02,610
+قطر ال area of contact هذا ال plot لل sigma zهو ال
+
+89
+00:08:02,610 --> 00:08:08,630
+sigma x و sigma y و tau maximum مع ال distance
+
+90
+00:08:08,630 --> 00:08:11,790
+beneath ال surface of contact ال distance تحت ال
+
+91
+00:08:11,790 --> 00:08:16,910
+surface of contact طبعا
+
+92
+00:08:16,910 --> 00:08:22,270
+هنا stress ratio اللي هو مثلا sigma z على P
+
+93
+00:08:22,270 --> 00:08:28,990
+maximum او sigma x على P maximumأو sigma y على P
+
+94
+00:08:28,990 --> 00:08:34,870
+maximum ف end هي sigma z الآن ال tau maximum ايش
+
+95
+00:08:34,870 --> 00:08:40,710
+يساوي sigma z او ناقص sigma x على اتنين مظبوط او
+
+96
+00:08:40,710 --> 00:08:44,550
+sigma x ناقص sigma z على اتنين فتطلع ال tau
+
+97
+00:08:44,550 --> 00:08:47,930
+maximum ال tau maximum زي ما انتوا شايفين تقريبا
+
+98
+00:08:47,930 --> 00:08:52,630
+بتكون maximum عند احنا حاكينا عند one four eight
+
+99
+00:08:57,700 --> 00:09:01,500
+هذه الحلول الحلول الآن هندرس ال contact stresses
+
+100
+00:09:01,500 --> 00:09:07,040
+في حالة two cylinders two cylinders in contact انا
+
+101
+00:09:07,040 --> 00:09:11,020
+بقى عندى ال two cylinders قطر السليندر الأولى دى
+
+102
+00:09:11,020 --> 00:09:15,340
+واحد قطر السليندر التانى دى اتنين مضغوطين على بعض
+
+103
+00:09:15,340 --> 00:09:21,820
+باستخدام force F الان في البعد التالت للسليندر
+
+104
+00:09:21,820 --> 00:09:26,120
+اللى هو طول السليندر عمودي عليهالصفحة في البداية
+
+105
+00:09:26,120 --> 00:09:30,180
+لما تكون ال force زيرو هيكون ال contact عبارة عن
+
+106
+00:09:30,180 --> 00:09:36,100
+اياش line لما ال press by a force بتحول ال area of
+
+107
+00:09:36,100 --> 00:09:41,840
+contact لمساعة مستطيل هتصير عبارة عن مستطيل
+
+108
+00:09:41,840 --> 00:09:47,670
+المستطيل عرضهtwo P اللي يعني بيكون ال stress is
+
+109
+00:09:47,670 --> 00:09:54,650
+maximum في ال .. في النص ماشي و عند الأطراف ايش
+
+110
+00:09:54,650 --> 00:09:55,970
+بيكون ساوي؟ Zero
+
+111
+00:10:00,980 --> 00:10:05,900
+اللي هو ال B احنا ال 2B هي عرض ال area of contact
+
+112
+00:10:05,900 --> 00:10:12,380
+ال 2B عرض ال area of contact نص العرض اللي هو B ال
+
+113
+00:10:12,380 --> 00:10:13,400
+B يقعطه بعلاقة
+
+114
+00:10:35,470 --> 00:10:39,790
+الان في حالة السيلندر اللى احنا عنه حاكيه ان ال z
+
+115
+00:10:39,790 --> 00:10:44,030
+axis لتحت و ال y axis على اليمين و ال x axis عمودي
+
+116
+00:10:44,030 --> 00:10:50,900
+على الصفحه لجوه نتيجة ال partial ratio effectحاسس
+
+117
+00:10:50,900 --> 00:10:56,480
+ان عندي sigma x و sigma y لان ال surface مش
+
+118
+00:10:56,480 --> 00:11:01,020
+spherical، cylindrical، معناته sigma x في الحالة
+
+119
+00:11:01,020 --> 00:11:04,640
+هذه هتختلف عن sigma y، حيكون في sigma x و في sigma
+
+120
+00:11:04,640 --> 00:11:12,390
+yالـ sigma x هتكون minus اتنين U P max في واحد زي
+
+121
+00:11:12,390 --> 00:11:15,470
+اجازة تربيه على z square على P تربيه minus ال
+
+122
+00:11:15,470 --> 00:11:20,210
+absolute value ل z على P و ال sigma y بيستوى minus
+
+123
+00:11:20,210 --> 00:11:23,410
+P max في واحد زي اتنين في z square على P square
+
+124
+00:11:23,410 --> 00:11:26,170
+على اجازة تربيه على واحد زي z square على P square
+
+125
+00:11:26,560 --> 00:11:31,380
+مانس اتنين القيمة المطلقة لز على بي و ال sigma
+
+126
+00:11:31,380 --> 00:11:35,760
+تلاتة اللي هي sigma z بيصيح minus P max على الجزر
+
+127
+00:11:35,760 --> 00:11:41,980
+التربيعي لو واحد زي z square زي بي square في حالة
+
+128
+00:11:41,980 --> 00:11:46,000
+ال steel و ما زرعش في تقريبا point تلاتة بتكون ال
+
+129
+00:11:46,000 --> 00:11:51,620
+tau max بيصيح point three P max و بيصيح على عمق z
+
+130
+00:11:51,620 --> 00:11:58,980
+بيصيح point سبعة تمانية ستة عند هذه sigma zطبعا كل
+
+131
+00:11:58,980 --> 00:12:04,140
+ما اتعمق جوا في المادة ال stress بقل لحد مايصير
+
+132
+00:12:04,140 --> 00:12:11,380
+بعيد كتير عن ال contact فبصير ايش قيمته؟ zero ال
+
+133
+00:12:11,380 --> 00:12:15,320
+sigma z ال sigma y ال sigma x و ال tau max زي ما
+
+134
+00:12:15,320 --> 00:12:20,640
+تشوفين ال tau max بتكون على عمق bond 786b
+
+135
+00:12:24,470 --> 00:12:28,770
+هكذا نكون خلصنا سبتر تلاتة، أعطيكم العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE.srt
new file mode 100644
index 0000000000000000000000000000000000000000..701186014b9fe86a82072a8ed9bc78edd6c9828a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE.srt
@@ -0,0 +1,1640 @@
+
+1
+00:00:04,960 --> 00:00:08,020
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,020 --> 00:00:11,580
+وبركاته هنكمل في مادة تصميم الآلات واحد إحنا بدأنا 
+
+3
+00:00:11,580 --> 00:00:15,240
+في شبتر ستة failure under dynamic or fatigue
+
+4
+00:00:15,240 --> 00:00:19,920
+loading وصلنا لحد ال fatigue strength كيف نعمل 
+
+5
+00:00:19,920 --> 00:00:24,260
+approximation أو نعمل idealization للأساس عن ال
+
+6
+00:00:24,260 --> 00:00:27,880
+diagram عشان 
+
+7
+00:00:27,880 --> 00:00:31,120
+to estimate ال fatigue strength عند 10 أس 3
+
+8
+00:00:31,120 --> 00:00:33,680
+cycle نبدأ في المعادلة اللي هي معادلة ستة اثنين
+
+9
+00:00:47,520 --> 00:01:03,460
+لو أنت كنت هايل و نزلت عملت load و upload دلتا
+
+10
+00:01:03,460 --> 00:01:09,600
+أبسلون الاستك على اثنين دلتا أبسلون
+
+11
+00:01:13,960 --> 00:01:18,140
+plastic على اثنين يعني بيضل في شفاية ال plastic
+
+12
+00:01:18,140 --> 00:01:28,140
+strain هاد ال sigma F prime السلوك بتاعها ده اللي
+
+13
+00:01:28,140 --> 00:01:33,680
+هو إيش E إحنا قاعدين هنا ال total strain في جزء
+
+14
+00:01:33,680 --> 00:01:39,020
+منه plastic  و جزء منه إيش elastic بالنسبة لل
+
+15
+00:01:39,020 --> 00:01:43,060
+plastic .. ال elastic strain ده delta between
+
+16
+00:01:43,060 --> 00:01:53,000
+elastic على اثنين بتساوي هي sigma F prime على E في 
+
+17
+00:01:53,000 --> 00:01:59,130
+اثنين N قص بيه العظم في علاقة من ال elastic strain
+
+18
+00:01:59,130 --> 00:02:04,030
+و ال sigma f prime يعني ال sigma f prime أو ال 
+
+19
+00:02:04,030 --> 00:02:12,450
+strength sf prime for n cycles وطبعا دي في ايه
+
+20
+00:02:12,450 --> 00:02:18,020
+ايه ده التلابس من ال elastic حلتني لأن العلاقة هتش
+
+21
+00:02:18,020 --> 00:02:28,240
+linear يعني هتصفى sigma f prime في اثنين n قص بيه 
+
+22
+00:02:28,240 --> 00:02:35,120
+اللي هي العلاقة اللي أنتو شايفينها لو 
+
+23
+00:02:35,120 --> 00:02:40,620
+كانت n عشرة أس تلاتة إذا كانت n بيستوي عشرة أس 
+
+24
+00:02:40,620 --> 00:02:48,360
+تلاتة يعني الألف هتكون ال strength عند الألف cycle
+
+25
+00:02:48,360 --> 00:02:52,540
+بيستوي ال sigma f prime في اثنين في عشر .. هعوض عن
+
+26
+00:02:52,540 --> 00:02:57,600
+الألف بألف في اثنين في عشر أس تلاتة في بي يعني
+
+27
+00:02:57,600 --> 00:03:03,720
+هتكون اندي sf prime عند عشر أس تلاتة بيستوي اللي 
+
+28
+00:03:03,720 --> 00:03:12,080
+هي sigma f prime في اثنين في عشر أس تلاتة أس بي
+
+29
+00:03:12,080 --> 00:03:19,590
+هاد هتكون some fraction من ال tensile strength هده
+
+30
+00:03:19,590 --> 00:03:28,270
+هتكون القيمة بتاعها هده هتكون some fraction إحنا
+
+31
+00:03:28,270 --> 00:03:32,190
+حكينا fraction لأنه أكيد هتكون أقل من ال tensile
+
+32
+00:03:32,190 --> 00:03:35,550
+strength مش هندخل ال plastic range هتكون هدى أقل
+
+33
+00:03:35,550 --> 00:03:41,910
+من إيش واحد ال F هتكون some fraction من ال S U T
+
+34
+00:03:46,900 --> 00:03:52,320
+الـ F معناته هتكون تساوي هذا
+
+35
+00:03:52,320 --> 00:03:56,340
+ال .. يعني ال F هتكون لو قصان طرفي يعني ال F هتكون
+
+36
+00:03:56,340 --> 00:04:02,500
+تساوي ال sigma F prime في اثنين في عشر أس تلاتة
+
+37
+00:04:02,500 --> 00:04:12,990
+أس بي على S U T ال S U T أو ال sigma F prime معطيها 
+
+38
+00:04:12,990 --> 00:04:15,790
+ بالعلاقة التي هي SUT زي تلاتمية وخمسة وأربعين
+
+39
+00:04:15,790 --> 00:04:22,910
+ميجاباسكال إذا بعوض ال sigma في ال prime واضح أن 
+
+40
+00:04:22,910 --> 00:04:30,130
+ال F is a function of SUT ال F تعتمد على ال SUT
+
+41
+00:04:30,130 --> 00:04:34,170
+فهي علاقة جاهزة
+
+42
+00:04:34,170 --> 00:04:40,350
+هنجيبها بعد شوية طبعا 
+
+43
+00:04:40,350 --> 00:04:41,790
+عشان ال curve
+
+44
+00:04:55,910 --> 00:05:05,350
+هذه ال N E ال N E ال N بيساوي N E Endurance بيكون 
+
+45
+00:05:05,350 --> 00:05:11,250
+ال S F Prime بيساوي S E Prime يعني اللي عوضناه في 
+
+46
+00:05:11,250 --> 00:05:20,850
+العلاقة اللي هي هذه بيصير اندي S E Prime بيساوي
+
+47
+00:05:20,850 --> 00:05:34,710
+Sigma F Prime في اثنين N E قص بي طبعا هيكون عندي X 
+
+48
+00:05:34,710 --> 00:05:43,870
+الطرفين على سجن F prime منها 
+
+49
+00:05:43,870 --> 00:05:54,170
+بحسب واخد log الطرفين log هتكون تساوي ب log
+
+50
+00:05:57,110 --> 00:06:02,210
+مظبوط؟معناته P هتكون log ال S F prime على Sigma F
+
+51
+00:06:02,210 --> 00:06:06,750
+prime على log 2 N E وعمله طبعا عكسها Sigma F prime
+
+52
+00:06:06,750 --> 00:06:10,350
+على N E فصارت ايش؟ negative معناته ال P وجدناه 
+
+53
+00:06:10,350 --> 00:06:14,670
+المعادلة قادة طبعا إحنا بدينا نلخص بدنا المعادلة 
+
+54
+00:06:14,670 --> 00:06:19,760
+اللي هي S Fprime for n cycles بستوي sigma f prime 
+
+55
+00:06:19,760 --> 00:06:24,500
+في اثنين n أس بي بعدين حسبنا ال f بستوي sigma f prime 
+
+56
+00:06:24,500 --> 00:06:29,460
+على s و t في اثنين فعشر أس تلاتة أس بي و sigma f
+
+57
+00:06:29,460 --> 00:06:32,260
+prime حسبناها من المعادلة الأولى أو الثانية بحسب
+
+58
+00:06:32,260 --> 00:06:35,000
+الوحدات إذا كانت انجليزية بنستخدم المعادلة الأولى
+
+59
+00:06:35,000 --> 00:06:38,880
+إذا كانت metric بنستخدم المعادلة الثانية بعدين
+
+60
+00:06:38,880 --> 00:06:41,660
+حسبنا ال exponent b اللي هو minus log sigma f 
+
+61
+00:06:41,660 --> 00:06:48,190
+prime على s a prime على اثنين على log اثنين n a ال F
+
+62
+00:06:48,190 --> 00:06:51,590
+له معادلة تانية اللي هو من طول العلاقة هذه معادلة 
+
+63
+00:06:51,590 --> 00:06:55,650
+من الدرجة الثانية في حالة ال metric units ال F
+
+64
+00:06:55,650 --> 00:07:00,210
+بساوي one point oh six ناقص four point one فعشر أس
+
+65
+00:07:00,210 --> 00:07:04,250
+ناقص أربعة S U T زي واحد ونصف فعشر أس ناقص سبعة S U
+
+66
+00:07:04,250 --> 00:07:07,770
+T لكل تربيع إذا كانت S U T بين خمسمية و ألف وأربعمية ميجا بس كده إذا كانت ال S U T أقل من
+
+67
+00:07:11,790 --> 00:07:14,370
+خمسمية ميجا
+
+69
+00:07:16,030 --> 00:07:25,290
+recommended إنه نحط ال F في الساعة point nine طبعا 
+
+70
+00:07:25,290 --> 00:07:30,570
+أو أنا ممكن أستخدم ال figure هذا بمعرفتي لل SUT
+
+71
+00:07:30,570 --> 00:07:41,310
+بحسب ال fraction F طيب 
+
+72
+00:07:42,560 --> 00:07:46,380
+إحنا حكينا ال S-endogram ممكن نعمله idealization
+
+73
+00:07:46,380 --> 00:07:51,620
+يعني نقسمه لتلت مناطق في عندي هاي منطقة من واحد
+
+74
+00:07:51,620 --> 00:07:58,500
+لألف linear من ألف لمليون linear وبعد المليون 
+
+75
+00:07:58,500 --> 00:08:03,420
+constant طبعا إحنا حكيه نحكي من واحد لمليون بدي
+
+76
+00:08:03,420 --> 00:08:08,700
+أعتبره finite life وبعد المليون infinite life
+
+77
+00:08:08,700 --> 00:08:10,140
+الآن
+
+78
+00:08:12,210 --> 00:08:16,470
+في المنطقة هذه أو في المنطقة الأولى هذه هيكون يعني
+
+79
+00:08:16,470 --> 00:08:20,690
+.. يعني بيعتبروا زي شبه static loading وتقريبا 
+
+80
+00:08:20,690 --> 00:08:24,090
+بيكون احتمالية ال .. ال failure تصير by yielding
+
+81
+00:08:24,090 --> 00:08:31,100
+أكثر منه by fatigue ال .. في المنطقة هذه بين الألف
+
+82
+00:08:31,100 --> 00:08:34,360
+والمليون العلاقة اللي نقدر نوصفها العلاقة طبعا هذه
+
+83
+00:08:34,360 --> 00:08:38,320
+ال log log scale هتكون power له sf بالسواء a في n
+
+84
+00:08:38,320 --> 00:08:43,540
+أس بي ال .. ال b هنا غير ال b السابقة هنشوف كيف 
+
+85
+00:08:43,540 --> 00:08:50,220
+الآن لأن في نقطتين نقطة هنا اللي 
+
+86
+00:08:50,220 --> 00:08:57,930
+هي ال n عبارة عن إكم؟ عن ألف وال sf عند ما أنا 
+
+87
+00:08:57,930 --> 00:09:01,150
+أكون أنا بتكون some fraction من ال S U T هتكون F و S U
+
+88
+00:09:01,150 --> 00:09:11,150
+T وعند النقطة هذه مليون وال S E مليون وال S E و
+
+89
+00:09:11,150 --> 00:09:15,870
+عند خط linear log log scale وعند نقطتين ممكن أحسب
+
+90
+00:09:15,870 --> 00:09:23,730
+ال constants A و B يعني عند نقطتين عند عشر أس
+
+91
+00:09:23,730 --> 00:09:28,430
+تلاتة cycles ال Sf بتكون ساوي F S U T عند ال N 
+
+92
+00:09:28,430 --> 00:09:33,490
+بيساوي مليون بتكون ال Sf بيساوي S A والمعادلة
+
+93
+00:09:33,490 --> 00:09:39,170
+عندي اللي هي Sf بيساوي A في N أس B يعني عند نقطتين
+
+94
+00:09:39,170 --> 00:09:46,570
+النقطة اللي هو اللي هي عشر أس تلاتة هو F S U T
+
+95
+00:09:46,570 --> 00:09:54,910
+النقطة الثانية عشر أس ستة هو S A لو عوض في النقطة 
+
+96
+00:09:54,910 --> 00:10:02,630
+الأولى عند ال S F ساوي A N أس B النقطة الأولى هي
+
+97
+00:10:02,630 --> 00:10:12,070
+عبارة عن F S U T ساوي A فعشرة أو ستلاتة أس B
+
+98
+00:10:12,070 --> 00:10:19,690
+صح عند النقطة الثانية هيكون عند S E بتساوي 
+
+99
+00:10:22,190 --> 00:10:33,690
+A في عشر أس ستة أس بي هاي واحد هاي اثنين لأقسم 
+
+100
+00:10:33,690 --> 00:10:43,130
+واحد على اثنين بيصير اندي F S U T على S E اللي
+
+101
+00:10:43,130 --> 00:10:48,630
+هيروح هتكون عشر أس سالب تلاتة
+
+102
+00:10:50,750 --> 00:11:03,030
+أس بي صح؟ يعني هتصير عشر أس سالب تلاتة بي بظهر لو
+
+103
+00:11:03,030 --> 00:11:08,150
+أخدت log الطرفين هكون عندي log ال
+
+104
+00:11:08,150 --> 00:11:18,630
+F sut على Se ساوي ناقص تلاتة بي
+
+105
+00:11:21,660 --> 00:11:28,720
+يعني ال B تطلع سالب تلت log ال F S U T على S A و
+
+106
+00:11:28,720 --> 00:11:33,160
+ال A من 
+
+107
+00:11:33,160 --> 00:11:38,940
+أي معادلة بعوض عن B بحسب
+
+108
+00:11:38,940 --> 00:11:43,500
+بعمل simplification و بحسب ال A تطلع ال A بالساوية
+
+109
+00:11:43,500 --> 00:11:49,680
+F S U T لكل تربيع على S A يعني يبقى عوض في معادلة
+
+110
+00:11:49,680 --> 00:12:03,560
+واحد أو معادلة اثنين عن بيه ومنها بحسب ال a إذا
+
+111
+00:12:03,560 --> 00:12:06,300
+عندي كان ال element أو ال mechanical element under
+
+112
+00:12:06,300 --> 00:12:10,620
+complete reversed stress sigma reversal في 
+
+113
+00:12:10,620 --> 00:12:12,920
+المعادلة السابقة اللي هي .. اللي هي هذه 
+
+114
+00:12:21,580 --> 00:12:26,160
+ممكن أحسب number of reversals to failure عدد الـ
+
+115
+00:12:26,160 --> 00:12:31,380
+reversals to failure ومنها بحسب ال N اللي بتطلع
+
+116
+00:12:31,380 --> 00:12:37,700
+sigma reversal على A أس واحد على B 
+
+117
+00:12:41,900 --> 00:12:44,780
+طبعا ال typical S-endogram هو مش ال S-endogram 
+
+118
+00:12:44,780 --> 00:12:49,740
+السابق يطبق في حالة completely reversed stress لأن 
+
+119
+00:12:49,740 --> 00:12:55,320
+هو هيك انعمل أخذنا standard specimen وال load كان 
+
+120
+00:12:55,320 --> 00:12:59,820
+completely reversed bending stress لكن في
+
+121
+00:12:59,820 --> 00:13:04,180
+التطبيقات الفعلية بيكونش ال stress completely 
+
+122
+00:13:04,180 --> 00:13:07,120
+reversed يعني أو بيكونش completely reversed 
+
+123
+00:13:07,120 --> 00:13:15,100
+فمحتاجين أن نجيب equivalent reversed stress لل
+
+124
+00:13:15,100 --> 00:13:17,680
+actual state of stress هنشوف في آخر ال chapter هذه
+
+125
+00:13:17,680 --> 00:13:21,400
+هنوجد equivalent completely reversed stress 
+
+126
+00:13:21,400 --> 00:13:27,980
+situation تكافئ اللي هي ال state و stress الفعلية 
+
+127
+00:13:27,980 --> 00:13:31,400
+نشوف مثال 
+
+128
+00:13:45,060 --> 00:13:51,700
+طيب given a ten fifty hot rolled steel يعني الماتير
+
+129
+00:13:51,700 --> 00:13:56,880
+اللي عندي عشرة 
+
+130
+00:13:56,880 --> 00:14:02,520
+خمسين hot rolled steel
+
+131
+00:14:08,810 --> 00:14:12,530
+estimate the rotating beam endurance limit at 10 و 
+
+132
+00:14:12,530 --> 00:14:19,590
+6 cycles دي نحسب ال S E prime ال
+
+133
+00:14:19,590 --> 00:14:23,930
+S E prime مش متساوي في
+
+134
+00:14:23,930 --> 00:14:28,970
+علاقة بين ال S E prime وال S U T؟
+
+135
+00:14:28,970 --> 00:14:37,470
+في علاقة ليه
+
+136
+00:14:37,470 --> 00:14:37,930
+هذه؟
+
+137
+00:14:40,520 --> 00:14:45,480
+بيساوي نص ال
+
+138
+00:14:45,480 --> 00:14:53,400
+S.U.T إذا كانت ال S.U.T أقل
+
+139
+00:14:53,400 --> 00:15:03,180
+أو بيساوي ألف أو أربعمائة ميجا باسكال أو بيساوي 700
+
+140
+00:15:03,180 --> 00:15:12,640
+ميجا باسكال إذا كانت ال SUT اكبر من 1400 ميجا باسكال 
+
+141
+00:15:12,640 --> 00:15:18,360
+أول خطوة لازم نوجد إيش الـ SUT من هنا نوجد الـ SUT
+
+142
+00:15:18,360 --> 00:15:25,380
+ثانيا إيش رقم التابل طالع ليها روح على الـ appendix
+
+143
+00:15:25,380 --> 00:15:31,760
+A20 روحولي على الـ A20
+
+144
+00:15:37,520 --> 00:15:40,080
+بتروح الـ hot rolled steel 1050
+
+145
+00:16:10,670 --> 00:16:23,730
+ألف .. ألف
+
+146
+00:16:23,730 --> 00:16:29,550
+و ستين ما أعرف أكتبش هذا .. آه
+
+147
+00:16:40,640 --> 00:16:51,220
+اللي هو table a20
+
+148
+00:16:51,220 --> 00:16:57,540
+a20 مظبوط هذا
+
+149
+00:16:57,540 --> 00:17:00,740
+مظبوط
+
+150
+00:17:12,850 --> 00:17:17,770
+إحنا عندنا الـ steel ألف و خمسين hot rolled steel
+
+151
+00:17:17,770 --> 00:17:29,570
+الـ strings بتاعه كام؟ ستمائة و عشرين 
+
+152
+00:17:29,570 --> 00:17:41,430
+SUT ستمائة و عشرين ميجا معناته
+
+153
+00:17:41,430 --> 00:17:42,170
+الـ SE prime
+
+154
+00:17:46,030 --> 00:17:51,210
+هي أقل من ألف الرمية ما هي هتكون نصف صح كانت صارت نصف
+
+155
+00:17:51,210 --> 00:18:00,670
+في ستمائة و عشرين ساوي ثلاثمائة و عشرة ميجا بس كده
+
+156
+00:18:00,670 --> 00:18:04,250
+هذا
+
+157
+00:18:04,250 --> 00:18:14,870
+المطلوب الأول المطلوب
+
+158
+00:18:14,870 --> 00:18:15,350
+الثاني
+
+159
+00:18:18,900 --> 00:18:23,860
+بدو the endurance strength أو ممكن أحكي the
+
+160
+00:18:23,860 --> 00:18:28,300
+fatigue strength أكثر دقة the fatigue strength of
+
+161
+00:18:28,300 --> 00:18:33,380
+a polished rotating beam specimen corresponding to
+
+162
+00:18:33,380 --> 00:18:38,160
+عشر أس أربعة cycle فين
+
+163
+00:18:38,160 --> 00:18:46,380
+دي عينة هتعيش الآن بتاعتها عشر أس أربعة cycles
+
+164
+00:18:48,260 --> 00:18:54,900
+الـ dish الوصلة اللي تحت الـ cone بتاعتها المعادلة
+
+165
+00:18:54,900 --> 00:18:59,560
+اللي
+
+166
+00:18:59,560 --> 00:19:05,720
+هي sf تساوي
+
+167
+00:19:05,720 --> 00:19:09,320
+a أنقص
+
+168
+00:19:09,320 --> 00:19:17,480
+b صح؟ معناه تطلب أحس بإيش الـ a الـ a تساوي f
+
+169
+00:19:21,530 --> 00:19:29,350
+SUT الكل تربيع على SA لأن الـ SUT معروف عنده لازم
+
+170
+00:19:29,350 --> 00:19:40,730
+يبقى عند الـ F الـ 
+
+171
+00:19:40,730 --> 00:19:41,930
+F ستكون تساوي
+
+172
+00:19:45,620 --> 00:19:49,780
+يعني بأستخدم المعادلة أو بأستخدم الـ graph بس كنت
+
+173
+00:19:49,780 --> 00:19:56,200
+بأستخدم الـ graph الـ SUT عندي ستمائة و عشان أكم ..
+
+174
+00:19:56,200 --> 00:20:06,600
+أكم كيلو .. أكم؟ تسعين يعني هنكون إحنا هي التسعين
+
+175
+00:20:06,600 --> 00:20:12,280
+يعني حوالين تقريبا point تمانية ستة يعني الـ F هتكون
+
+176
+00:20:12,280 --> 00:20:21,300
+point تمانية ستة figure ستة ثمانين أو بأستخدم
+
+177
+00:20:21,300 --> 00:20:31,620
+المعادلة اللي هي F تساوي one point O ستة minus
+
+178
+00:20:31,620 --> 00:20:36,760
+أربعة point واحد عشرة أقل سالب أربعة في ستمائة
+
+179
+00:20:36,760 --> 00:20:43,410
+وعشر اللي هي S U T زائد واحد و نصف في عشرة أقل سالب
+
+180
+00:20:43,410 --> 00:20:49,910
+السبعة في ستمائة و عشرين تربيع خلينا نشوف إيش بيطلع
+
+181
+00:20:49,910 --> 00:20:55,910
+معانا قريبة
+
+182
+00:20:55,910 --> 00:21:00,910
+كثير من تمانية ستة
+
+183
+00:21:00,910 --> 00:21:01,350
+ثلاثة
+
+184
+00:21:05,000 --> 00:21:13,440
+طيب معناته الـ A هتكون تساوي point تمانية ستة ثلاثة
+
+185
+00:21:13,440 --> 00:21:21,540
+ستة و عشرين الكل تربيع على اس إيه اللي هي ثلاثمائة 
+
+186
+00:21:21,540 --> 00:21:21,820
+عشر
+
+187
+00:21:38,480 --> 00:21:51,880
+تسعمية و ثلاثة و عشرين و نصف هذا الـ A طيب الـ B الـ
+
+188
+00:21:51,880 --> 00:22:00,740
+B تساوي ناقص طول log الـ
+
+189
+00:22:00,740 --> 00:22:14,150
+F S U T على الـ SA صنع قسطولت الـ log الـ point
+
+190
+00:22:14,150 --> 00:22:23,250
+تمانية ستة ثلاثة ستمائة و عشرين على ثلاثمائة و عشر
+
+191
+00:22:48,240 --> 00:22:57,140
+point صفر صفر سبعة تسعة minus طيب
+
+192
+00:22:57,140 --> 00:23:04,860
+معناته الـ sf هتكون حاصل ضرب a تسعمية و ثلاثة و عشرين و
+
+193
+00:23:04,860 --> 00:23:09,380
+نصف في الـ n اللي هي عشر أس أربعة
+
+194
+00:23:34,200 --> 00:23:38,340
+446.49 400
+
+195
+00:23:41,360 --> 00:23:49,880
+و الـ 46 ميجا باسكال يعني
+
+196
+00:23:49,880 --> 00:23:55,860
+واضح جاي بين الـ SA و الـ SUT لأن الخط جاي زي هيك،
+
+197
+00:23:55,860 --> 00:24:06,020
+مظبوط؟ هاي 320 طيب
+
+198
+00:24:06,020 --> 00:24:07,040
+هذا مطلوب الثاني
+
+199
+00:24:11,430 --> 00:24:16,950
+المطلوب الثالث estimate the
+
+200
+00:24:16,950 --> 00:24:23,330
+expected life of a polished rotating beam specimen
+
+201
+00:24:23,330 --> 00:24:29,650
+under a completely reversed stress يعني إذا الـ
+
+202
+00:24:29,650 --> 00:24:35,070
+specimen تحت أثر completely reversed stress قيمته
+
+203
+00:24:35,070 --> 00:24:41,910
+خمسة خمسين kilo poundparents connection بس
+
+204
+00:24:41,910 --> 00:24:44,110
+national بالميجا باسكال حلوليا بالله اللي ميجا
+
+205
+00:24:44,110 --> 00:24:50,150
+باسكال يعني
+
+206
+00:24:50,150 --> 00:24:59,150
+اقسموا على تسعين ضروف ستمائة و عشرين مظبوط؟
+
+207
+00:24:59,150 --> 00:25:06,350
+ثلاثمائة و ثمانين ميجا
+
+208
+00:25:06,350 --> 00:25:08,170
+باسكال
+
+209
+00:25:12,640 --> 00:25:22,220
+طيب معناته عند الـ N نفس المعادلة هتكون الـ N تساوي
+
+210
+00:25:22,220 --> 00:25:32,500
+sigma reversal على A أس واحد على B يعني هتكون ثلاث
+
+211
+00:25:32,500 --> 00:25:38,760
+ماية و ثمانين على تسعمية و ثلاثة و عشرين و نصف
+
+212
+00:25:41,530 --> 00:25:56,930
+أس واحد على سالب point O سبعة تسعة هتعيش
+
+213
+00:25:56,930 --> 00:26:00,150
+أكثر
+
+214
+00:26:00,150 --> 00:26:06,650
+من عشر آلاف ساكن لأن الـ stress level صار أقل الـ
+
+215
+00:26:06,650 --> 00:26:09,030
+stress level أقل فهتعيش فترة أطول
+
+216
+00:26:12,240 --> 00:26:19,800
+من عشر آلاف كام؟
+
+217
+00:26:19,800 --> 00:26:26,400
+ستة و سبعين ألف
+
+218
+00:26:26,400 --> 00:26:35,700
+cycle يعني
+
+219
+00:26:35,700 --> 00:26:38,160
+ستة و سبعين ألف stress cycle
+
+220
+00:26:45,990 --> 00:26:51,910
+طيب نخش على موضوع جديد لأن الـ SE primal endurance
+
+221
+00:26:51,910 --> 00:26:59,230
+limit لما طلعناها كانت في المعمل كانت العينة
+
+222
+00:26:59,230 --> 00:27:05,650
+معيارية الـ loading pure bending وكان completely
+
+223
+00:27:05,650 --> 00:27:10,930
+reversed كان completely reversed معناته اللي هي
+
+224
+00:27:10,930 --> 00:27:16,710
+highly polished ويله standard size معين و الـ loading
+
+225
+00:27:16,710 --> 00:27:23,250
+pure bending و completely reversed stress عرض
+
+226
+00:27:23,250 --> 00:27:30,130
+الواقع ممكن ما يكونش bending ممكن تورجين أو أكسل أو
+
+227
+00:27:30,130 --> 00:27:34,760
+bending أو أي خلطة منهم القطر اللي هنتعرض لقطر الـ
+
+228
+00:27:34,760 --> 00:27:39,180
+.. الـ mechanical part بيكونش نفسه القطر بتاع الـ
+
+229
+00:27:39,180 --> 00:27:45,220
+specimen الـ surface finish مختلف،
+
+230
+00:27:45,220 --> 00:27:50,320
+الفحص نعمل درجة حرارة الغرفة الآن ممكن يكون الـ
+
+231
+00:27:50,320 --> 00:27:53,260
+mechanical element عند درجة حرارة مرتفعة أو درجة
+
+232
+00:27:53,260 --> 00:27:57,640
+حرارة منخفضة مختلفة درجة الحرارة و الـ SEPI لما أنا
+
+233
+00:27:57,640 --> 00:28:01,880
+حاكيه هنا بالثورة و نصف الـ SET based على fifty
+
+234
+00:28:01,880 --> 00:28:05,980
+percent reliability fifty percent reliability إذا
+
+235
+00:28:05,980 --> 00:28:08,820
+اختلفت الـ reliability لاد داتا عن خمسماية لمية
+
+236
+00:28:08,820 --> 00:28:12,160
+معناته محتاج أنا .. معناته لـ modification معناته
+
+237
+00:28:12,160 --> 00:28:16,270
+عشان أحصل inverse limitلـ mechanical element على
+
+238
+00:28:16,270 --> 00:28:21,630
+أرض الواقع محتاج أعمل تعديلات لأن الـ mechanical
+
+239
+00:28:21,630 --> 00:28:27,550
+element موجود تحت ظروف مختلفة عن الظروف اللي هو الـ
+
+240
+00:28:27,550 --> 00:28:33,030
+specimen المعياري وبالتالي محتاج أعمل تعديلات عشان
+
+241
+00:28:33,030 --> 00:28:40,610
+ذلك بأستخدم معادلة SE تساوي K A K B K C K D K E SE
+
+242
+00:28:40,610 --> 00:28:49,160
+Prime الـ SE prime هي الـ endurance limit عندي
+
+243
+00:28:49,160 --> 00:28:58,160
+critical location في الـ mechanical element طبعا الـ
+
+244
+00:28:58,160 --> 00:29:04,730
+SE prime هي خاصية للمادة خاصية المادة اللي هي الـ
+
+245
+00:29:04,730 --> 00:29:11,010
+endurance limit لـ standard fatigue specimen under
+
+246
+00:29:11,010 --> 00:29:15,570
+pure bending complete reversed stress highly
+
+247
+00:29:15,570 --> 00:29:20,750
+polished و العينة معيارية الـ K A هو surface factor
+
+248
+00:29:20,750 --> 00:29:28,970
+surface finish الـ K B size factor K C load factor
+
+249
+00:29:28,970 --> 00:29:33,910
+و الـ K D temperature factor و الـ K E اللي هو
+
+250
+00:29:33,910 --> 00:29:38,650
+reliability factor و الـ S E هو الـ endurance limit
+
+251
+00:29:38,650 --> 00:29:39,890
+بعد التعديلات هذه كلها
+
+252
+00:29:44,580 --> 00:29:52,540
+أول واحد اللي هو الـ surface factor k a طبعا كل ما
+
+253
+00:29:52,540 --> 00:29:57,060
+كان الـ mechanical element الـ strength بتاعته بيزيد
+
+254
+00:29:57,060 --> 00:30:02,860
+كل ما كان أكثر حساسية للـ surface finish إذا كان
+
+255
+00:30:02,860 --> 00:30:05,620
+مثلا الـ strength بتاعته منخفضة ductile كتير
+
+256
+00:30:05,620 --> 00:30:11,440
+بيكونش حساس للـ surface finish و الخدوش لكن كل ما
+
+257
+00:30:11,440 --> 00:30:15,940
+زي الـ strength بتكون حساسيته أكثر معناته الـ K A
+
+258
+00:30:15,940 --> 00:30:20,820
+بتعتمد على الـ ultimate strength تُعطى من العلاقة
+
+259
+00:30:20,820 --> 00:30:26,860
+اللي هي K A تساوي A في S U T أس B الـ A و الـ B هو
+
+260
+00:30:26,860 --> 00:30:30,600
+factors بتعتمد على الـ surface finish بتاعة الـ
+
+261
+00:30:30,600 --> 00:30:36,980
+mechanical part إذا كان معمله grounding الـ factor
+
+262
+00:30:36,980 --> 00:30:39,840
+A يلو قيمة طبعا هنا عندي English unit هنا
+
+263
+00:30:39,840 --> 00:30:44,450
+و اندلمetric unit اللي بي .. نفس الشي في الحالتين إذا
+
+264
+00:30:44,450 --> 00:30:49,170
+كان machined أو cold drawn الـ a بتختلف و الـ b
+
+265
+00:30:49,170 --> 00:30:55,450
+تختلف، إذا كان hot rolled، صار rolling على الساخن،
+
+266
+00:30:55,450 --> 00:31:01,310
+برضه الـ a و الـ b مختلفة و as forged بتكون الـ a و
+
+267
+00:31:01,310 --> 00:31:06,310
+الـ b مختلفة، هذا اللي هو الـ service finish factor،
+
+268
+00:31:06,310 --> 00:31:07,170
+هنشوف مثال
+
+269
+00:31:37,100 --> 00:31:39,880
+a steel has a minimum ultimate strength of
+
+270
+00:31:39,880 --> 00:31:43,820
+خمسمائة و عشرين ميجا باسكال فيه عند steel الـ
+
+271
+00:31:43,820 --> 00:31:48,500
+ultimate tensile strength بتاعته خمسمائة و عشرين
+
+272
+00:31:48,500 --> 00:31:55,940
+ميجا باسكال و الـ surface بتاعه معمله machining
+
+273
+00:31:55,940 --> 00:32:03,820
+machined surface machined surface
+
+274
+00:32:07,040 --> 00:32:16,560
+احسب الـ K.A. الـ K.A. شو يساوي؟
+
+275
+00:32:16,560 --> 00:32:25,540
+الـ K.A. يساوي A S U T أس P يعني الآن هو machined
+
+276
+00:32:25,540 --> 00:32:28,880
+يعني الـ A أنا عندي متر كيلونت هتكون ثلاثة point O 
+
+277
+00:32:28,880 --> 00:32:37,190
+أربعة صح؟ هتكون ثلاثة point O أربعة في خمسمائة و
+
+278
+00:32:37,190 --> 00:32:50,350
+عشرين الـ B سالب point اتنين واحد السبعة اسوليها
+
+279
+00:33:03,490 --> 00:33:06,430
+طبعا عشان أكون في الصورة الـ .. الـ tables و في كثير
+
+280
+00:33:06,430 --> 00:33:12,190
+من المعادلات اختلفت في الـ version الجديدة مختلفة 
+
+281
+00:33:12,190 --> 00:33:20,470
+من الأول يعني كلها experimental فبيصير تعديلات
+
+282
+00:33:20,470 --> 00:33:21,410
+point
+
+283
+00:33:36,930 --> 00:33:40,870
+هو لما بيعمل فحوصات لما يعدوا معينة بيعملها ما
+
+284
+00:33:40,870 --> 00:33:44,090
+يسمى اللي هو characterization يعني أنه بيعرف
+
+285
+00:33:44,090 --> 00:33:49,350
+خواصها، لما بيعرف خواصها بيعملش عينة واحدة، بيعمل
+
+286
+00:33:49,350 --> 00:33:52,790
+مجموعة من العينات، لكل عينة بيعمل مثلًا ال tensile
+
+287
+00:33:52,790 --> 00:33:55,910
+test أو بيعمل statistical .. اللي بيحكيلك هذه هي
+
+288
+00:33:55,910 --> 00:33:57,230
+ال minimum tensile strength
+
+289
+00:34:05,130 --> 00:34:11,650
+الـ Kb الـ size factor أول شيء في الـ specimen لما
+
+290
+00:34:11,650 --> 00:34:17,310
+نعمل فحص بيكون العينة عادةً بتكون إما واحد أو اثنين 
+
+291
+00:34:17,310 --> 00:34:26,750
+مدورة، مش مقطع ثاني، العينة مدورة وبتدور و ليها قطر
+
+292
+00:34:26,750 --> 00:34:27,190
+معين
+
+293
+00:34:31,640 --> 00:34:36,120
+معناته وعند حطها طبعًا هي under pure bending الـ
+
+294
+00:34:36,120 --> 00:34:45,300
+sigma بتساوي M في C على I صح؟
+
+295
+00:34:45,300 --> 00:34:48,700
+بتساوي
+
+296
+00:34:48,700 --> 00:34:56,760
+نحكي 32 M على 
+
+297
+00:34:56,760 --> 00:34:59,800
+I دي بتتكيف
+
+298
+00:35:06,990 --> 00:35:12,430
+معناته الـ stress level
+
+299
+00:35:16,160 --> 00:35:21,820
+بعتمد على القطر، بعتمد على القطر المراتب عشان
+
+300
+00:35:21,820 --> 00:35:28,960
+أعمل crack initiation محتاج أكبر الـ stress صح؟
+
+301
+00:35:28,960 --> 00:35:35,500
+محتاج أكبر الـ stress level لأن القطر ده أدى أدى
+
+302
+00:35:35,500 --> 00:35:41,180
+أدى لزيادة هيعمل الـ stress level أكبر عشان أرفع بدي
+
+303
+00:35:41,180 --> 00:35:47,570
+أزود الـ stress level، أزود الـ stress level في حالة
+
+304
+00:35:47,570 --> 00:35:52,830
+cantilever loading, bending أو torsion والـ mechanical
+
+305
+00:35:52,830 --> 00:35:59,770
+part مدور وبدور، الـ Kb  معطلة علاقة كبيرة بس هركز على
+
+306
+00:35:59,770 --> 00:36:04,510
+الوحدات المترية، Kb بتساوي 1.24 في 
+
+307
+00:36:04,510 --> 00:36:07,810
+دي، أقصى ناقص 0.107 دي بين 7 و 6
+
+308
+00:36:07,810 --> 00:36:12,070
+2 لـ 51 ملم، أو بتساوي 1.5
+
+309
+00:36:12,070 --> 00:36:16,470
+1 في دي، أقصى ناقص 0.157 في حال
+
+310
+00:36:16,470 --> 00:36:20,570
+كان القطر بين 51 و 245 ملم 
+
+311
+00:36:20,570 --> 00:36:25,970
+for دي، أقل من 7 و 6.2 ملم
+
+312
+00:36:27,500 --> 00:36:33,780
+recommended تحط Kb بتساوي 1، إذا Kb أقل من
+
+313
+00:36:33,780 --> 00:36:41,420
+7 من 6 ملم تحط الـ Kb 1 طيب
+
+314
+00:36:41,420 --> 00:36:45,960
+هذا
+
+315
+00:36:45,960 --> 00:36:54,000
+في حالة bending أو torsion load ليش bending و
+
+316
+00:36:54,000 --> 00:36:57,060
+torsion؟ لأن ال bending، إذا عندي bending 
+
+317
+00:37:05,390 --> 00:37:09,090
+الـ stress بتتغير
+
+318
+00:37:09,090 --> 00:37:12,690
+بالشكل هذا،  أو صح؟ و برضه في الـ torsion نفس
+
+319
+00:37:12,690 --> 00:37:21,850
+الشيء، إذا عندي torsion هيكون هينعدم
+
+320
+00:37:21,850 --> 00:37:27,010
+في النص، و maximum عندي في surface، معناه طبيعي الـ
+
+321
+00:37:27,010 --> 00:37:30,110
+stress اللي بنتج عن الـ bending شبيه بالـ stress
+
+322
+00:37:30,110 --> 00:37:34,130
+اللي بنتج عن الـ torsion، والـ bending نفس الشيء
+
+323
+00:37:39,340 --> 00:37:48,840
+طيب في حالة الـ axial loading الـ Kb بنحطها 1، Kb
+
+324
+00:37:48,840 --> 00:37:55,860
+بتساوي 1، لسه بنحكي احنا على part مدور ومدور
+
+325
+00:37:55,860 --> 00:38:01,440
+الآن
+
+326
+00:38:01,440 --> 00:38:06,200
+في عندي حالتين أنه
+
+327
+00:38:06,200 --> 00:38:14,040
+مش مدور، مدور، أو
+
+328
+00:38:14,040 --> 00:38:24,360
+بدور، مدور، أو مش مدور، بدور هذه كل الاحتمالات، لأن
+
+329
+00:38:24,360 --> 00:38:29,700
+مش هدخل في تفاصيل، في الحالة هي إن نوجد equivalent
+
+330
+00:38:29,700 --> 00:38:34,640
+diameter، أنا 
+
+331
+00:38:34,640 --> 00:38:42,820
+حاطها في الـ slides في حالة .. في
+
+332
+00:38:42,820 --> 00:38:52,260
+حالة مقطع مدور ومدور، يعني مدور، حالة زيك مثلًا
+
+333
+00:38:52,260 --> 00:38:56,860
+هذه حالة دوران هذه في عندي fatigue loading لكن
+
+334
+00:38:56,860 --> 00:39:04,680
+بدور مظبوط بتكون الـ equivalent diameter سواء 
+
+335
+00:39:04,680 --> 00:39:09,680
+3.7 دي بس احنا الـ equivalent دي
+
+336
+00:39:09,680 --> 00:39:17,860
+equivalent ليه؟ في المعادلات السابقة إذا كان مقطع
+
+337
+00:39:17,860 --> 00:39:26,410
+مستطيل، مقطع H في B، بتكون الـ D equivalent بتساوي 0.808 في H في B، قص نص، بحاول الـ equivalent rotating
+
+338
+00:39:26,410 --> 00:39:33,990
+beam، equivalent rotating beam بتكون بتساوي 0.808 H B
+
+339
+00:39:33,990 --> 00:39:39,910
+قص نص، عندي 
+
+340
+00:39:39,910 --> 00:39:45,130
+في الكتاب table A63 معطيني الـ equivalent diameter
+
+341
+00:39:45,130 --> 00:39:51,190
+في حالة مقطع مدور مدور، شو برضه معطيني الـ diameter 
+
+342
+00:39:51,190 --> 00:39:58,450
+في حالة مقطع مستطيل، معطيني
+
+343
+00:39:58,450 --> 00:40:03,750
+في حالة مقطع I beam و
+
+344
+00:40:03,750 --> 00:40:08,550
+معطيني في حالة الـ I beam و
+
+345
+00:40:08,550 --> 00:40:15,330
+معطيني في حالة الـ channel شوف
+
+346
+00:40:15,330 --> 00:40:15,790
+مثال
+
+347
+00:40:31,160 --> 00:40:37,540
+a steel shaft loaded in bending is thirty
+
+348
+00:40:37,540 --> 00:40:42,260
+millimeters in diameter abutting a flat shoulder
+
+349
+00:40:42,260 --> 00:40:44,180
+يعني عندي 32 
+
+350
+00:41:01,960 --> 00:41:06,800
+هذا الـ 32 و
+
+351
+00:41:06,800 --> 00:41:14,860
+هذا الـ 38، وهذا فيه fillet بينهم
+
+352
+00:41:14,860 --> 00:41:18,520
+the material shaft has a mean ultimate tensile on the
+
+353
+00:41:18,520 --> 00:41:26,060
+rings of 690 ميجا باسكال، الـ SUT بتساوي
+
+354
+00:41:26,060 --> 00:41:27,480
+690 ميجا باسكال
+
+355
+00:41:35,360 --> 00:41:44,160
+estimate the size factor Kb if the 
+
+356
+00:41:44,160 --> 00:41:48,520
+shaft is used in a rotating mode أولًا شوف مدور و
+
+357
+00:41:48,520 --> 00:41:54,980
+بدور، معناته دي الـ loading بتاعته نفس دي صح؟ إذا هو
+
+358
+00:41:54,980 --> 00:42:00,840
+مدور وبدور، احسب الـ Kb، و برضه بيحكي لي
+
+359
+00:42:05,900 --> 00:42:12,160
+طيب الـ KB هتكون 
+
+360
+00:42:12,160 --> 00:42:17,640
+الـ
+
+361
+00:42:17,640 --> 00:42:24,900
+D تمامًا 30، هتكون الـ Kb، الـ Kb هتساوي 1
+
+362
+00:42:24,900 --> 00:42:30,980
+.24 في دي، ناقص 0.107 
+
+363
+00:42:30,980 --> 00:42:37,260
+يعني هتكون 1.24، الـ D عنده 30
+
+364
+00:42:37,260 --> 00:42:47,880
+ناقص 0.107، هذا
+
+365
+00:42:47,880 --> 00:42:54,120
+في حالة باخليه
+
+366
+00:42:54,120 --> 00:42:58,880
+critical، ده mm هذا مش critical بالنسبالي هذا
+
+367
+00:43:03,540 --> 00:43:08,300
+1.856، فهذا في حالة rotating في
+
+368
+00:43:08,300 --> 00:43:13,060
+حالة non rotating mode بلزم نحسب effective 
+
+369
+00:43:13,060 --> 00:43:18,260
+diameter، دي effective مش بتساوي 3.7
+
+370
+00:43:18,260 --> 00:43:23,620
+دي effective في حالة non rotating بتساوي 3.7
+
+371
+00:43:23,620 --> 00:43:28,980
+دي يعني 3.7 في 30
+
+372
+00:43:28,980 --> 00:43:29,460
+و 32
+
+373
+00:43:37,160 --> 00:43:49,400
+11.84 mm، بعدين بحسب الـ KB بس 1.24 في 11.84 وناقص 
+
+374
+00:43:49,400 --> 00:43:57,300
+0.107 .
+
+375
+00:43:57,300 --> 00:43:57,560
+9
+
+376
+00:44:18,240 --> 00:44:21,400
+طيب الـ factor الثالث اللي هو الـ load factor احنا
+
+377
+00:44:21,400 --> 00:44:25,280
+حكيناه في الـ lab، تحت الفحص بتكون under pure 
+
+378
+00:44:25,280 --> 00:44:30,240
+bending، لكن الـ load على أرض الواقع بتكون أي شيء
+
+379
+00:44:30,240 --> 00:44:34,700
+ثاني، axial أو torsion أو bending أو أي خليط من الـ
+
+380
+00:44:34,700 --> 00:44:38,440
+loading، المعادلة
+
+381
+00:44:38,440 --> 00:44:42,580
+اللي هعطيكوها هنا applicable في حالة single load
+
+382
+00:44:42,580 --> 00:44:47,040
+condition يعني بيكون يا إما الـ load bending أو 
+
+383
+00:44:47,040 --> 00:44:51,440
+axial أو torsion، في حالة الخليط في آخر الشفطة
+
+384
+00:44:51,440 --> 00:44:58,060
+بنشوف كيف يعني نحسبها، الـ Kc بتساوي في حالة الـ 
+
+385
+00:44:58,060 --> 00:45:02,100
+bending ما هو أساسًا في الفحص bending فمعناته الـ Kc
+
+386
+00:45:02,100 --> 00:45:07,930
+بتساوي 1، في حالة axial loading 1.85
+
+387
+00:45:07,930 --> 00:45:18,950
+في حالة torsion الـ Kc بتساوي 1.59 طيب
+
+388
+00:45:18,950 --> 00:45:24,190
+هذا الـ Kc الـ
+
+389
+00:45:24,190 --> 00:45:28,310
+Kt لأ
+
+390
+00:45:28,310 --> 00:45:36,620
+أنا أي معدن لما يسخن أو يبرد بتتغير خواصه
+
+391
+00:45:36,620 --> 00:45:39,960
+الميكانيكية، لو جبت الحديد عند room temperature
+
+392
+00:45:39,960 --> 00:45:45,300
+بيكون ductile، اللي عندنا قسمين، بيصير تصرف brittle
+
+393
+00:45:45,300 --> 00:45:48,880
+ما أنت brittle، الـ tensile strength بتاعته زادت
+
+394
+00:45:48,880 --> 00:45:53,900
+على حساب إيش؟ ductility، بشكل عام إذا برفع الحرارة
+
+395
+00:45:55,940 --> 00:46:01,200
+بيصير more ductile، مظبوط؟ معناته الـ SUT أو الـ
+
+396
+00:46:01,200 --> 00:46:05,980
+strength بتتغير بتغير درجة الحرارة، والفحص صار
+
+397
+00:46:05,980 --> 00:46:09,420
+عند الـ room temperature وكانت الـ SE prime بتساوي نص
+
+398
+00:46:09,420 --> 00:46:15,440
+الـ SUT، معناته الـ
+
+399
+00:46:15,440 --> 00:46:20,600
+الـ strength is a function of temperature، في عنده
+
+400
+00:46:20,600 --> 00:46:25,750
+معادلة هنا، ST على الـ strength at the given
+
+401
+00:46:25,750 --> 00:46:29,850
+temperature على الـ strength at room temperature، ما
+
+402
+00:46:29,850 --> 00:46:31,570
+هو الطيب اللي العلاقة فيه، عندي علاقتين واحدة
+
+403
+00:46:31,570 --> 00:46:35,530
+باستخدام الفهرنهايت، واحدة باستخدام الـ steel cells
+
+404
+00:46:35,530 --> 00:46:40,270
+فهي بتكون الـ ST على SRT بتساوي 0.99 زي 5.9 في 10
+
+405
+00:46:40,270 --> 00:46:49,110
+و 12.4 Tc ناقص 2.1 في 10 و 12.6 Tc لكل تربيع، for 
+
+406
+00:46:49,110 --> 00:46:50,030
+steels بين
+
+407
+00:46:52,910 --> 00:47:00,010
+من 20 درجة لحد 550 درجة تقريبًا، نص أو 
+
+408
+00:47:00,010 --> 00:47:02,910
+40% من الـ melting point، 40% من
+
+409
+00:47:02,910 --> 00:47:07,990
+الـ melting point، الـ K دي بتساوي الـ ST على SRT، الـ K
+
+410
+00:47:07,990 --> 00:47:14,910
+دي بتساوي ST على SRT طيب
+
+411
+00:47:14,910 --> 00:47:16,510
+حضرة الجامعة نكمل
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..476f3edd8242764b4341d1b87ed4e989db2f27f5
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.json
@@ -0,0 +1 @@
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35417, "start": 326.11, "end": 354.17, "text": "فى اتنين N E قص بي طبعا هيكون عندى X الطرفين على سجن F prime منها بحسب واخد log الطرفين log هتكون تساوي ب log", "tokens": [5172, 7578, 1975, 2655, 1863, 9957, 426, 462, 12174, 9381, 4724, 1829, 23032, 3555, 3615, 995, 8032, 1829, 30544, 43242, 7578, 1783, 41950, 28480, 9957, 15844, 8608, 7435, 1863, 479, 5835, 9154, 11296, 4724, 5016, 35457, 4032, 47283, 3215, 3565, 41950, 28480, 9957, 3565, 8032, 2655, 30544, 6055, 3794, 995, 45865, 4724, 3565], "avg_logprob": -0.37442129684819114, "compression_ratio": 1.3233082706766917, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 326.11, "end": 326.47, "word": "فى", "probability": 0.33355712890625}, {"start": 326.47, "end": 326.85, "word": " اتنين", "probability": 0.78338623046875}, {"start": 326.85, "end": 328.37, "word": " N", "probability": 0.2154541015625}, {"start": 328.37, "end": 329.27, "word": " E", "probability": 0.767578125}, {"start": 329.27, "end": 331.05, "word": " قص", 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معادلة واحد او معادلة اتنين عن بيه ومنها بحسب ال a اذا عندي كان ال element او ال mechanical element under complete reversed stress sigma reversal في المعادلة السابقة اللي هي .. اللي هي هذه", "tokens": [40228, 22653, 7251, 3555, 4587, 7578, 6225, 2407, 11242, 8978, 20449, 18513, 37977, 36764, 24401, 1975, 2407, 20449, 18513, 37977, 1975, 2655, 1863, 9957, 18871, 4724, 1829, 3224, 4032, 27842, 11296, 4724, 5016, 35457, 2423, 257, 1975, 15730, 18871, 16254, 25961, 2423, 4478, 1975, 2407, 2423, 12070, 4478, 833, 3566, 30563, 4244, 12771, 42778, 8978, 9673, 3615, 18513, 37977, 21136, 16758, 28671, 13672, 1829, 39896, 4386, 13672, 1829, 39896, 29538], "avg_logprob": -0.17154489814395635, "compression_ratio": 1.622340425531915, "no_speech_prob": 0.0, "words": [{"start": 708.5, "end": 708.78, "word": "يعني", "probability": 0.95361328125}, {"start": 708.78, "end": 709.02, "word": " يبقى", "probability": 0.8973388671875}, {"start": 709.02, "end": 709.32, "word": " عوض", "probability": 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"start": 2259.34, "end": 2286.82, "text": "طيب في حالة ال loading axle ال Kb بنحطها واحد كب بيساوي واحد لسه بنحكي احنا على part بدور و مدور الان في عندي حالتين انه مش مدور", "tokens": [9566, 1829, 3555, 8978, 11331, 6027, 3660, 2423, 15114, 31192, 2423, 591, 65, 44945, 5016, 9566, 11296, 36764, 24401, 9122, 3555, 4724, 1829, 3794, 995, 45865, 36764, 24401, 5296, 3794, 3224, 44945, 5016, 4117, 1829, 1975, 5016, 8315, 15844, 644, 47525, 13063, 4032, 3714, 3215, 13063, 2423, 7649, 8978, 18871, 16254, 11331, 6027, 2655, 9957, 16472, 3224, 37893, 3714, 3215, 13063], "avg_logprob": -0.18283769440266393, "compression_ratio": 1.4722222222222223, "no_speech_prob": 0.0, "words": [{"start": 2259.34, "end": 2260.34, "word": "طيب", "probability": 0.9845377604166666}, {"start": 2260.34, "end": 2260.74, "word": " في", "probability": 0.5947265625}, {"start": 2260.74, "end": 2261.48, "word": " حالة", "probability": 0.9934895833333334}, {"start": 2261.48, "end": 2262.36, "word": " ال", "probability": 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"text": "في الحالة هي ان نوجد equivalent diameter انا حاطه في ال slides في حالة .. في حالة مقطع مدور و مدورش يعني مدورش حالة زيك مثلا هذه حالة دوران هذه في اندي fatigue loading", "tokens": [41185, 21542, 6027, 3660, 39896, 16472, 8717, 29245, 3215, 10344, 14196, 1975, 8315, 11331, 41193, 3224, 8978, 2423, 9788, 8978, 11331, 6027, 3660, 4386, 8978, 11331, 6027, 3660, 3714, 47432, 3615, 3714, 3215, 13063, 4032, 3714, 3215, 13063, 8592, 37495, 22653, 3714, 3215, 13063, 8592, 11331, 6027, 3660, 30767, 1829, 4117, 50113, 15040, 29538, 11331, 6027, 3660, 11778, 13063, 7649, 29538, 8978, 16472, 16254, 20574, 15114], "avg_logprob": -0.26772388949323056, "compression_ratio": 1.63125, "no_speech_prob": 0.0, "words": [{"start": 2307.4, "end": 2307.62, "word": "في", "probability": 0.91162109375}, {"start": 2307.62, "end": 2307.92, "word": " الحالة", "probability": 0.8902994791666666}, {"start": 2307.92, "end": 2308.0, "word": " هي", "probability": 0.133544921875}, {"start": 2308.0, "end": 2308.1, 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"probability": 0.4815266927083333}, {"start": 2344.68, "end": 2344.9, "word": " point", "probability": 0.87158203125}, {"start": 2344.9, "end": 2345.28, "word": " تلاتة", "probability": 0.648193359375}, {"start": 2345.28, "end": 2345.72, "word": " سبعة", "probability": 0.8572591145833334}, {"start": 2345.72, "end": 2347.18, "word": " دي", "probability": 0.710205078125}, {"start": 2347.18, "end": 2348.32, "word": " بس", "probability": 0.88232421875}, {"start": 2348.32, "end": 2348.5, "word": " احنا", "probability": 0.9412434895833334}, {"start": 2348.5, "end": 2348.88, "word": " equivalent", "probability": 0.95849609375}, {"start": 2348.88, "end": 2349.68, "word": " دي", "probability": 0.945068359375}, {"start": 2349.68, "end": 2350.34, "word": " equivalent", "probability": 0.97314453125}, {"start": 2350.34, "end": 2352.62, "word": " ليه", "probability": 0.89013671875}, {"start": 2352.62, "end": 2352.72, "word": " في", "probability": 0.896484375}, {"start": 2352.72, "end": 2353.22, "word": " المعادلات", "probability": 0.9583984375}, {"start": 2353.22, "end": 2354.18, "word": " السابقة", "probability": 0.9931640625}, {"start": 2354.18, "end": 2356.88, "word": " اذا", "probability": 0.74609375}, {"start": 2356.88, "end": 2357.14, "word": " كان", "probability": 0.99462890625}, {"start": 2357.14, "end": 2357.86, "word": " مقطع", "probability": 0.9964192708333334}, {"start": 2357.86, "end": 2360.22, "word": " مستطيل", "probability": 0.947265625}, {"start": 2360.22, "end": 2363.12, "word": " مقطع", "probability": 0.98876953125}, {"start": 2363.12, "end": 2363.38, "word": " H", "probability": 0.53955078125}, {"start": 2363.38, "end": 2363.56, "word": " في", "probability": 0.89794921875}, {"start": 2363.56, "end": 2363.8, "word": " B", "probability": 0.6806640625}], "temperature": 1.0}, {"id": 84, "seek": 239417, "start": 2364.79, "end": 2394.17, "text": "بتكون ال D equivalent بيساوبون 808 في H في B قص نص بحاول ال equivalent rotating beam equivalent rotating beam بتكون ساوبون 808 H B قص نص عندى فى الكتاب table A63 ماعطينى ال equivalent diameter فى حالة مقطع مدور مدورش", "tokens": [3555, 2655, 30544, 2423, 413, 10344, 4724, 1829, 3794, 995, 37746, 11536, 4688, 23, 8978, 389, 8978, 363, 12174, 9381, 8717, 9381, 4724, 5016, 995, 12610, 2423, 10344, 19627, 14269, 10344, 19627, 14269, 39894, 30544, 8608, 995, 37746, 11536, 4688, 23, 389, 363, 12174, 9381, 8717, 9381, 43242, 7578, 6156, 7578, 33251, 2655, 16758, 3199, 316, 29491, 3714, 45761, 9566, 9957, 7578, 2423, 10344, 14196, 6156, 7578, 11331, 6027, 3660, 3714, 47432, 3615, 3714, 3215, 13063, 3714, 3215, 13063, 8592], "avg_logprob": -0.24498456790123457, "compression_ratio": 1.6629834254143647, "no_speech_prob": 0.0, "words": [{"start": 2364.79, "end": 2365.25, "word": "بتكون", "probability": 0.7870279947916666}, {"start": 2365.25, "end": 2365.41, "word": " ال", "probability": 0.7548828125}, {"start": 2365.41, "end": 2365.47, "word": " D", "probability": 0.451904296875}, {"start": 2365.47, "end": 2365.83, "word": " equivalent", "probability": 0.8505859375}, {"start": 2365.83, "end": 2366.41, "word": " بيساوبون", "probability": 0.7236328125}, {"start": 2366.41, "end": 2367.67, "word": " 808", "probability": 0.746826171875}, {"start": 2367.67, "end": 2369.09, "word": " في", "probability": 0.57666015625}, {"start": 2369.09, "end": 2369.35, "word": " H", "probability": 0.73388671875}, {"start": 2369.35, "end": 2369.57, "word": " في", "probability": 0.81298828125}, {"start": 2369.57, "end": 2369.73, "word": " B", "probability": 0.578125}, {"start": 2369.73, "end": 2369.93, "word": " قص", "probability": 0.59149169921875}, {"start": 2369.93, "end": 2370.41, "word": " نص", "probability": 0.98095703125}, {"start": 2370.41, "end": 2371.79, "word": " بحاول", "probability": 0.762939453125}, {"start": 2371.79, "end": 2371.89, "word": " ال", "probability": 0.77294921875}, {"start": 2371.89, "end": 2372.31, "word": " equivalent", "probability": 0.94384765625}, {"start": 2372.31, "end": 2373.99, "word": " rotating", "probability": 0.75634765625}, {"start": 2373.99, "end": 2374.39, "word": " beam", "probability": 0.9345703125}, {"start": 2374.39, "end": 2374.75, "word": " equivalent", "probability": 0.7255859375}, {"start": 2374.75, "end": 2375.57, "word": " rotating", "probability": 0.93017578125}, {"start": 2375.57, "end": 2376.63, "word": " beam", "probability": 0.96923828125}, {"start": 2376.63, "end": 2377.81, "word": " بتكون", "probability": 0.7578125}, {"start": 2377.81, "end": 2378.19, "word": " ساوبون", "probability": 0.80328369140625}, {"start": 2378.19, "end": 2379.15, "word": " 808", "probability": 0.8837890625}, {"start": 2379.15, "end": 2379.59, "word": " H", "probability": 0.64453125}, {"start": 2379.59, "end": 2379.91, "word": " B", "probability": 0.4775390625}, {"start": 2379.91, "end": 2380.47, "word": " قص", "probability": 0.8671875}, {"start": 2380.47, "end": 2381.53, "word": " نص", "probability": 0.995361328125}, {"start": 2381.53, "end": 2385.13, 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2393.35, "word": " مدور", "probability": 0.841796875}, {"start": 2393.35, "end": 2394.17, "word": " مدورش", "probability": 0.9530029296875}], "temperature": 1.0}, {"id": 85, "seek": 241579, "start": 2396.33, "end": 2415.79, "text": "و برضه ماعطيني ال diameter في حالة مقطع مستطيل ماعطيني في حالة ال I beam و ماعطيني في حالة ال channel شوف مثال", "tokens": [2407, 4724, 43042, 3224, 19446, 3615, 9566, 9957, 1829, 2423, 6801, 33058, 8978, 11331, 6027, 3660, 3714, 47432, 3615, 3714, 14851, 9566, 26895, 19446, 3615, 9566, 9957, 1829, 8978, 11331, 6027, 3660, 2423, 286, 14269, 4032, 19446, 3615, 9566, 9957, 1829, 8978, 11331, 6027, 3660, 2423, 2269, 13412, 38688, 50113, 6027], "avg_logprob": -0.22536057262466505, "compression_ratio": 1.575221238938053, "no_speech_prob": 0.0, "words": [{"start": 2396.33, "end": 2396.53, "word": "و", "probability": 0.72509765625}, {"start": 2396.53, "end": 2396.81, "word": " برضه", "probability": 0.7638346354166666}, {"start": 2396.81, "end": 2397.37, "word": " ماعطيني", "probability": 0.79287109375}, {"start": 2397.37, "end": 2397.53, "word": " ال", "probability": 0.93115234375}, {"start": 2397.53, "end": 2398.45, "word": " diameter", "probability": 0.54229736328125}, {"start": 2398.45, "end": 2398.59, "word": " في", "probability": 0.423095703125}, {"start": 2398.59, "end": 2398.97, "word": " حالة", "probability": 0.9591471354166666}, {"start": 2398.97, "end": 2399.39, "word": " مقطع", "probability": 0.98486328125}, {"start": 2399.39, "end": 2400.15, "word": " مستطيل", "probability": 0.916259765625}, {"start": 2400.15, "end": 2403.75, "word": " ماعطيني", "probability": 0.82119140625}, {"start": 2403.75, "end": 2403.87, "word": " في", "probability": 0.7666015625}, {"start": 2403.87, "end": 2404.33, "word": " حالة", "probability": 0.9951171875}, {"start": 2404.33, "end": 2404.63, "word": " ال", "probability": 0.54833984375}, {"start": 2404.63, "end": 2404.89, "word": " I", "probability": 0.72412109375}, {"start": 2404.89, "end": 2405.49, "word": " beam", "probability": 0.9345703125}, {"start": 2405.49, "end": 2408.55, "word": " و", "probability": 0.716796875}, {"start": 2408.55, "end": 2409.01, "word": " ماعطيني", "probability": 0.90478515625}, {"start": 2409.01, "end": 2409.11, "word": " في", "probability": 0.96435546875}, {"start": 2409.11, "end": 2409.63, "word": " حالة", "probability": 0.9959309895833334}, {"start": 2409.63, "end": 2409.99, "word": " ال", "probability": 0.96142578125}, {"start": 2409.99, "end": 2410.43, "word": " channel", "probability": 0.970703125}, {"start": 2410.43, "end": 2415.33, "word": " شوف", "probability": 0.6087646484375}, {"start": 2415.33, "end": 2415.79, "word": " مثال", "probability": 0.923095703125}], "temperature": 1.0}, {"id": 86, "seek": 244417, "start": 2431.16, "end": 2444.18, "text": "a steel shaft loaded in bending is thirty millimeters in diameter abuting a flat shoulder يعني عندى اتنين و تلاتين", "tokens": [64, 8269, 18467, 13210, 294, 22487, 307, 11790, 24388, 294, 14196, 410, 10861, 257, 4962, 7948, 37495, 22653, 43242, 7578, 1975, 2655, 1863, 9957, 4032, 6055, 1211, 9307, 9957], "avg_logprob": -0.25572916070620216, "compression_ratio": 1.1964285714285714, "no_speech_prob": 0.0, "words": [{"start": 2431.16, "end": 2431.38, "word": "a", "probability": 0.568359375}, {"start": 2431.38, "end": 2431.8, "word": " steel", "probability": 0.9638671875}, {"start": 2431.8, "end": 2432.38, "word": " shaft", "probability": 0.9404296875}, {"start": 2432.38, "end": 2434.68, "word": " loaded", "probability": 0.712890625}, {"start": 2434.68, "end": 2435.04, "word": " in", "probability": 0.958984375}, {"start": 2435.04, "end": 2436.52, "word": " bending", "probability": 0.93212890625}, {"start": 2436.52, "end": 2437.22, "word": " is", "probability": 0.8876953125}, {"start": 2437.22, "end": 2437.54, "word": " thirty", "probability": 0.7392578125}, {"start": 2437.54, "end": 2438.26, "word": " millimeters", "probability": 0.56494140625}, {"start": 2438.26, "end": 2438.86, "word": " in", "probability": 0.9580078125}, {"start": 2438.86, "end": 2439.38, "word": " diameter", "probability": 0.94775390625}, {"start": 2439.38, "end": 2441.12, "word": " abuting", "probability": 0.630615234375}, {"start": 2441.12, "end": 2441.36, "word": " a", "probability": 0.87548828125}, {"start": 2441.36, "end": 2441.6, "word": " flat", "probability": 0.16796875}, {"start": 2441.6, "end": 2442.26, "word": " shoulder", "probability": 0.931640625}, {"start": 2442.26, "end": 2442.98, "word": " يعني", "probability": 0.920166015625}, {"start": 2442.98, "end": 2443.32, "word": " عندى", "probability": 0.575439453125}, {"start": 2443.32, "end": 2443.58, "word": " اتنين", "probability": 0.9176025390625}, {"start": 2443.58, "end": 2443.68, "word": " و", "probability": 0.7646484375}, {"start": 2443.68, "end": 2444.18, "word": " تلاتين", "probability": 0.92529296875}], "temperature": 1.0}, {"id": 87, "seek": 248748, "start": 2461.96, "end": 2487.48, "text": "هذا ال 32 و هذا ال 38 و هذا فيه فيلت بينهم ال material shaft has a mean ultimate tilt on the rings of 690 Mega Pascal ال SUT ساوة 690 Mega Pascal", "tokens": [3224, 15730, 2423, 8858, 4032, 23758, 2423, 12843, 4032, 23758, 8978, 3224, 6156, 26895, 2655, 49374, 16095, 2423, 2527, 18467, 575, 257, 914, 9705, 18446, 322, 264, 11136, 295, 1386, 7771, 22834, 41723, 2423, 318, 8709, 8608, 995, 2407, 3660, 1386, 7771, 22834, 41723], "avg_logprob": -0.6427083068423801, "compression_ratio": 1.313868613138686, "no_speech_prob": 0.0, "words": [{"start": 2461.96, "end": 2462.28, "word": "هذا", "probability": 0.886962890625}, {"start": 2462.28, "end": 2462.38, "word": " ال", "probability": 0.361328125}, {"start": 2462.38, "end": 2462.76, "word": " 32", "probability": 0.74951171875}, {"start": 2462.76, "end": 2466.8, "word": " و", "probability": 0.349365234375}, {"start": 2466.8, "end": 2467.14, "word": " هذا", "probability": 0.88671875}, {"start": 2467.14, "end": 2469.9, "word": " ال", "probability": 0.439697265625}, {"start": 2469.9, "end": 2470.52, "word": " 38", "probability": 0.98779296875}, {"start": 2470.52, "end": 2470.82, "word": " و", "probability": 0.83935546875}, {"start": 2470.82, "end": 2471.0, "word": " هذا", "probability": 0.310546875}, {"start": 2471.0, "end": 2471.2, "word": " فيه", "probability": 0.4656982421875}, {"start": 2471.2, "end": 2471.44, "word": " فيلت", "probability": 0.5186360677083334}, {"start": 2471.44, "end": 2474.86, "word": " بينهم", "probability": 0.947265625}, {"start": 2474.86, "end": 2476.04, "word": " ال", "probability": 0.71044921875}, {"start": 2476.04, "end": 2476.16, "word": " material", "probability": 0.1146240234375}, {"start": 2476.16, "end": 2476.32, "word": " shaft", "probability": 0.236572265625}, {"start": 2476.32, "end": 2476.98, "word": " has", "probability": 0.288330078125}, {"start": 2476.98, "end": 2477.2, "word": " a", "probability": 0.89990234375}, {"start": 2477.2, "end": 2477.36, "word": " mean", "probability": 0.84521484375}, {"start": 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temperature و كانت ال SE prime بستو نص ال SUT معناته ال ال strength is a function of temperature في عنده معادلة هنا ST على", "tokens": [3555, 9381, 13546, 544, 25954, 794, 3714, 19913, 3555, 2407, 9566, 20449, 8315, 47395, 2423, 318, 8709, 1975, 2407, 2423, 3800, 39894, 2655, 17082, 13546, 20666, 2655, 17082, 13546, 11778, 47341, 3660, 21542, 2288, 9640, 3660, 4032, 27188, 5016, 9381, 20328, 9640, 43242, 2423, 1808, 4292, 4032, 25961, 2655, 2423, 10269, 5835, 4724, 14851, 2407, 8717, 9381, 2423, 318, 8709, 20449, 8315, 47395, 2423, 2423, 3800, 307, 257, 2445, 295, 4292, 8978, 43242, 3224, 20449, 18513, 37977, 34105, 4904, 15844], "avg_logprob": -0.2258873427355731, "compression_ratio": 1.6206896551724137, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 2755.9399999999996, "end": 2756.74, "word": "بصير", "probability": 0.6888834635416666}, {"start": 2756.74, "end": 2757.04, "word": " more", "probability": 0.943359375}, {"start": 2757.04, "end": 2757.76, "word": " ductile", 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{"start": 2780.12, "end": 2780.36, "word": " في", "probability": 0.4501953125}, {"start": 2780.36, "end": 2780.6, "word": " عنده", "probability": 0.85791015625}, {"start": 2780.6, "end": 2781.0, "word": " معادلة", "probability": 0.8059895833333334}, {"start": 2781.0, "end": 2781.34, "word": " هنا", "probability": 0.60400390625}, {"start": 2781.34, "end": 2781.92, "word": " ST", "probability": 0.53125}, {"start": 2781.92, "end": 2782.18, "word": " على", "probability": 0.72119140625}], "temperature": 1.0}, {"id": 98, "seek": 281003, "start": 2783.53, "end": 2810.03, "text": "الـ strength at the given temperature على ال strength at room temperature ما هو الطيب اللي علاقة فيه عندي علاقتين واحدة باستخدام الفهرانهايت واحدة باستخدام ال steel cells فهي تكون ال ST على SRT بسبب point 9 9 زي 5.9 في 10 و 12.4 TC minus 2.1 في 10 و 12.6 TC لكل تربيع four steels بين", "tokens": [6027, 39184, 3800, 412, 264, 2212, 4292, 15844, 2423, 3800, 412, 1808, 4292, 19446, 31439, 41950, 1829, 3555, 13672, 1829, 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0.7392578125}, {"start": 2799.41, "end": 2799.97, "word": ".9", "probability": 0.96826171875}, {"start": 2799.97, "end": 2800.09, "word": " في", "probability": 0.18603515625}, {"start": 2800.09, "end": 2800.27, "word": " 10", "probability": 0.9462890625}, {"start": 2800.27, "end": 2800.39, "word": " و", "probability": 0.319091796875}, {"start": 2800.39, "end": 2800.49, "word": " 12", "probability": 0.5380859375}, {"start": 2800.49, "end": 2801.11, "word": ".4", "probability": 0.96826171875}, {"start": 2801.11, "end": 2801.79, "word": " TC", "probability": 0.62060546875}, {"start": 2801.79, "end": 2803.07, "word": " minus", "probability": 0.46728515625}, {"start": 2803.07, "end": 2803.35, "word": " 2", "probability": 0.9794921875}, {"start": 2803.35, "end": 2803.97, "word": ".1", "probability": 0.95703125}, {"start": 2803.97, "end": 2804.17, "word": " في", "probability": 0.931640625}, {"start": 2804.17, "end": 2804.35, "word": " 10", "probability": 0.9833984375}, {"start": 2804.35, "end": 2804.47, "word": " و", "probability": 0.779296875}, {"start": 2804.47, "end": 2804.57, "word": " 12", "probability": 0.9306640625}, {"start": 2804.57, "end": 2805.09, "word": ".6", "probability": 0.990966796875}, {"start": 2805.09, "end": 2805.71, "word": " TC", "probability": 0.875}, {"start": 2805.71, "end": 2806.25, "word": " لكل", "probability": 0.730712890625}, {"start": 2806.25, "end": 2807.19, "word": " تربيع", "probability": 0.79962158203125}, {"start": 2807.19, "end": 2809.11, "word": " four", "probability": 0.69140625}, {"start": 2809.11, "end": 2809.63, "word": " steels", "probability": 0.70458984375}, {"start": 2809.63, "end": 2810.03, "word": " بين", "probability": 0.9453125}], "temperature": 1.0}, {"id": 99, "seek": 283651, "start": 2812.91, "end": 2836.51, "text": "من اشرين درجة لحد خمسمية و خمسين درجة تقريبا نص او اربعين فالمية من ال melting point اربعين فالمية من ال melting point ال K دي بيسوء ال ST على SRT ال K دي بيسوء ST على SRT طيب حاضر الجامعة نكمل", "tokens": [27842, 1975, 46309, 9957, 11778, 47341, 3660, 5296, 24401, 16490, 2304, 38251, 10632, 4032, 16490, 2304, 3794, 9957, 11778, 47341, 3660, 6055, 4587, 16572, 3555, 995, 8717, 9381, 1975, 2407, 1975, 25513, 3615, 9957, 6156, 45340, 10632, 9154, 2423, 20493, 935, 1975, 25513, 3615, 9957, 6156, 45340, 10632, 9154, 2423, 20493, 935, 2423, 591, 11778, 1829, 4724, 1829, 3794, 2407, 38207, 2423, 4904, 15844, 20840, 51, 2423, 591, 11778, 1829, 4724, 1829, 3794, 2407, 38207, 4904, 15844, 20840, 51, 23032, 1829, 3555, 11331, 46958, 2288, 25724, 10943, 3615, 3660, 8717, 24793, 1211], "avg_logprob": -0.215389790714428, "compression_ratio": 1.8841463414634145, "no_speech_prob": 0.0, "words": [{"start": 2812.91, "end": 2813.23, "word": "من", "probability": 0.95654296875}, {"start": 2813.23, "end": 2813.73, "word": " اشرين", "probability": 0.6311848958333334}, {"start": 2813.73, "end": 2814.13, "word": " درجة", "probability": 0.9930013020833334}, {"start": 2814.13, "end": 2814.43, "word": " لحد", "probability": 0.89208984375}, {"start": 2814.43, "end": 2814.87, "word": " خمسمية", "probability": 0.73590087890625}, {"start": 2814.87, "end": 2815.01, "word": " و", "probability": 0.99365234375}, {"start": 2815.01, "end": 2815.41, "word": " خمسين", "probability": 0.891845703125}, {"start": 2815.41, "end": 2816.21, "word": " درجة", "probability": 0.9892578125}, {"start": 2816.21, "end": 2818.07, "word": " تقريبا", "probability": 0.9892578125}, {"start": 2818.07, "end": 2819.41, "word": " نص", "probability": 0.979736328125}, {"start": 2819.41, "end": 2820.01, "word": " او", "probability": 0.897705078125}, {"start": 2820.01, "end": 2820.37, "word": " اربعين", "probability": 0.884765625}, {"start": 2820.37, "end": 2820.73, "word": " فالمية", "probability": 0.6976725260416666}, {"start": 2820.73, "end": 2820.97, "word": " من", "probability": 0.99365234375}, {"start": 2820.97, "end": 2821.37, "word": " ال", "probability": 0.9228515625}, {"start": 2821.37, "end": 2821.73, "word": " melting", "probability": 0.94287109375}, {"start": 2821.73, "end": 2822.21, "word": " point", "probability": 0.9853515625}, {"start": 2822.21, "end": 2822.69, "word": " اربعين", "probability": 0.84124755859375}, {"start": 2822.69, "end": 2822.81, "word": " فالمية", "probability": 0.8828125}, {"start": 2822.81, "end": 2822.91, "word": " من", "probability": 0.845703125}, {"start": 2822.91, "end": 2822.91, "word": " ال", "probability": 0.89501953125}, {"start": 2822.91, "end": 2823.11, "word": " melting", "probability": 0.9541015625}, {"start": 2823.11, "end": 2823.77, "word": " point", "probability": 0.98828125}, {"start": 2823.77, "end": 2825.09, "word": " ال", "probability": 0.4423828125}, {"start": 2825.09, "end": 2825.29, "word": " K", "probability": 0.83740234375}, {"start": 2825.29, "end": 2825.41, "word": " دي", "probability": 0.86279296875}, {"start": 2825.41, "end": 2825.83, "word": " بيسوء", "probability": 0.721728515625}, {"start": 2825.83, "end": 2825.93, "word": " ال", "probability": 0.6318359375}, {"start": 2825.93, "end": 2826.27, "word": " ST", "probability": 0.64892578125}, {"start": 2826.27, "end": 2826.53, "word": " على", "probability": 0.74560546875}, {"start": 2826.53, "end": 2827.55, "word": " SRT", "probability": 0.969970703125}, {"start": 2827.55, "end": 2827.83, "word": " ال", "probability": 0.298583984375}, {"start": 2827.83, "end": 2827.99, "word": " K", "probability": 0.98876953125}, {"start": 2827.99, "end": 2828.11, "word": " دي", "probability": 0.982421875}, {"start": 2828.11, "end": 2828.39, "word": " بيسوء", "probability": 0.98564453125}, {"start": 2828.39, "end": 2828.79, "word": " ST", "probability": 0.8291015625}, {"start": 2828.79, "end": 2829.13, "word": " على", "probability": 0.92529296875}, {"start": 2829.13, "end": 2831.27, "word": " SRT", "probability": 0.982666015625}, {"start": 2831.27, "end": 2834.91, "word": " طيب", "probability": 0.9811197916666666}, {"start": 2834.91, "end": 2835.69, "word": " حاضر", "probability": 0.7440592447916666}, {"start": 2835.69, "end": 2836.01, "word": " الجامعة", "probability": 0.580047607421875}, {"start": 2836.01, "end": 2836.51, "word": " نكمل", "probability": 0.876953125}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2838.175, "duration_after_vad": 2453.1068749999936}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..f18bcd39aafd031b7d5f2c85263ad1ff0626c248
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/F1T1QYn8LzE_raw.srt
@@ -0,0 +1,1644 @@
+1
+00:00:04,960 --> 00:00:08,020
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,020 --> 00:00:11,580
+وبركاته هنكمل في مادة تصميم الألات واحد احنا بدأنا
+
+3
+00:00:11,580 --> 00:00:15,240
+في شبتر ستة failure under dynamic or fatigue
+
+4
+00:00:15,240 --> 00:00:19,920
+loading وصلنا لحد ال fatigue strength كيف نعمل
+
+5
+00:00:19,920 --> 00:00:24,260
+approximation او نعمل idealization للأساس عن ال
+
+6
+00:00:24,260 --> 00:00:27,880
+diagram عشان
+
+7
+00:00:27,880 --> 00:00:31,120
+to estimate ال fatigue strength ات عشرة أس تلاتة
+
+8
+00:00:31,120 --> 00:00:33,680
+cycle نبدأ في المعادلة اللي هي معادلة ستة اتنين
+
+9
+00:00:47,520 --> 00:01:03,460
+لو انت كنت هايل و نزلت عملت load و upload دلت
+
+10
+00:01:03,460 --> 00:01:09,600
+أبسلون الاستك على اتنين دلت أبسلون
+
+11
+00:01:13,960 --> 00:01:18,140
+plastic على اتنين يعني بيضل في شفاية ال plastic
+
+12
+00:01:18,140 --> 00:01:28,140
+strain هاد ال sigma F primeالسلوك بتاعها ده اللي
+
+13
+00:01:28,140 --> 00:01:33,680
+هو إيش E احنا قاعدين هنا ال total strain في جزء
+
+14
+00:01:33,680 --> 00:01:39,020
+منه plastic و جزء منه إيش elastic بالنسبة لل
+
+15
+00:01:39,020 --> 00:01:43,060
+plastic .. ال elastic strain ده delta between
+
+16
+00:01:43,060 --> 00:01:53,000
+elastic على اتنين بتساول هي sigma F prime على E في
+
+17
+00:01:53,000 --> 00:01:59,130
+اتنين N قص بيهالعظم فى علاقة من ال elastic strain
+
+18
+00:01:59,130 --> 00:02:04,030
+و ال sigma f prime يعني ال sigma f prime او ال
+
+19
+00:02:04,030 --> 00:02:12,450
+strength sf prime for n cycles و طبعا دى فى ايه
+
+20
+00:02:12,450 --> 00:02:18,020
+ايه ده التلابس من ال elasticحلتني لان العلاقة هيش
+
+21
+00:02:18,020 --> 00:02:28,240
+linear يعني هتصفى sigma f prime في اتنين n بس بيه
+
+22
+00:02:28,240 --> 00:02:35,120
+اللي هي العلاقة اللي انتوا شايفينها لو
+
+23
+00:02:35,120 --> 00:02:40,620
+كانت n عشرة أس تلاتة اذا كانت n بيستوى عشرة أس
+
+24
+00:02:40,620 --> 00:02:48,360
+تلاتة يعني الفهتكون ال strength عند الف cycle
+
+25
+00:02:48,360 --> 00:02:52,540
+بيستوي ال sigma f prime في اتنين في عشر .. هعوض عن
+
+26
+00:02:52,540 --> 00:02:57,600
+الف بألف في اتنين في عشر عقص تلاتة في بي يعني
+
+27
+00:02:57,600 --> 00:03:03,720
+هتكون اندي sf prime عند عشر عقص تلاتة بيستوي اللي
+
+28
+00:03:03,720 --> 00:03:12,080
+هي sigma f prime في اتنين في عشر عقص تلاتة عقص بي
+
+29
+00:03:12,080 --> 00:03:19,590
+هاديهتكون some fraction من ال tensile strength هده
+
+30
+00:03:19,590 --> 00:03:28,270
+هتكون القيمة بتاعها هده هتكون some fraction احنا
+
+31
+00:03:28,270 --> 00:03:32,190
+حكينا fraction لانه اكيد هتكون اقل من ال tensile
+
+32
+00:03:32,190 --> 00:03:35,550
+strength مش هندخل ال plastic range هتكون هدى اقل
+
+33
+00:03:35,550 --> 00:03:41,910
+من ايش واحد ال F هتكون some fraction من ال S U T
+
+34
+00:03:46,900 --> 00:03:52,320
+الـ F معناته هتكون تساوي هذا
+
+35
+00:03:52,320 --> 00:03:56,340
+ال .. يعني ال F هتكون لو قصان طرفي يعني ال F هتكون
+
+36
+00:03:56,340 --> 00:04:02,500
+تساوي ال sigma F prime في اتنين في عشر عوص تلاتة
+
+37
+00:04:02,500 --> 00:04:12,990
+اص بي على S U T ال S U T او ال sigma F primeمعطيها
+
+38
+00:04:12,990 --> 00:04:15,790
+بالعلاقة التي هي SUT زي تلاتمية وخمسة واربعين
+
+39
+00:04:15,790 --> 00:04:22,910
+ميجاباسكال اذا بعوض ال sigma في ال prime واضح ان
+
+40
+00:04:22,910 --> 00:04:30,130
+ال F is a function of SUT ال F تعتمد على ال SUT
+
+41
+00:04:30,130 --> 00:04:34,170
+فهي علاقة جاهزة
+
+42
+00:04:34,170 --> 00:04:40,350
+هنجيها بعد شوية طبعا
+
+43
+00:04:40,350 --> 00:04:41,790
+عشان ال curve
+
+44
+00:04:55,910 --> 00:05:05,350
+هذه ال N E ال N E ال N بيساوي N E Endurance بيكون
+
+45
+00:05:05,350 --> 00:05:11,250
+ال S F Prime بيساوي S E Prime يعني اللي عوضناه في
+
+46
+00:05:11,250 --> 00:05:20,850
+العلاقة اللي هي هذه بيصيح اندي S E Prime بيساوي
+
+47
+00:05:20,850 --> 00:05:34,710
+Sigma F Primeفى اتنين N E قص بي طبعا هيكون عندى X
+
+48
+00:05:34,710 --> 00:05:43,870
+الطرفين على سجن F prime منها
+
+49
+00:05:43,870 --> 00:05:54,170
+بحسب واخد log الطرفين log هتكون تساوي ب log
+
+50
+00:05:57,110 --> 00:06:02,210
+مظبوط؟معناته P هتكون log ال S F prime على Sigma F
+
+51
+00:06:02,210 --> 00:06:06,750
+prime على log 2 N E وعمله طبعا عكسة Sigma F prime
+
+52
+00:06:06,750 --> 00:06:10,350
+على N E فصارت ايش؟ negative معناته ال P وجدناه
+
+53
+00:06:10,350 --> 00:06:14,670
+المعادلة قادة طبعا احنا بدينا نلخص بدنا المعادلة
+
+54
+00:06:14,670 --> 00:06:19,760
+اللي هي S Fprime for n cycles بستوى sigma f prime
+
+55
+00:06:19,760 --> 00:06:24,500
+فتنين n اص بي بعدين حسبنا ال f بستوى sigma f prime
+
+56
+00:06:24,500 --> 00:06:29,460
+على s و t فتنين فعشر اص تلاتة اص بي و sigma f
+
+57
+00:06:29,460 --> 00:06:32,260
+prime حسبناها من المعادلة الاولى او التانية بحسب
+
+58
+00:06:32,260 --> 00:06:35,000
+الوحدات اذا كانت انجليزية بنستخدم المعادلة الاولى
+
+59
+00:06:35,000 --> 00:06:38,880
+اذا كانت metric بنستخدم المعادلة التانية بعدين
+
+60
+00:06:38,880 --> 00:06:41,660
+حسبنا ال exponent b اللي هو minus log sigma f
+
+61
+00:06:41,660 --> 00:06:48,190
+prime على s a prime على تنين على log تنين n aال F
+
+62
+00:06:48,190 --> 00:06:51,590
+له معادلة تانية اللى هو من طول العلاقة هذه معادلة
+
+63
+00:06:51,590 --> 00:06:55,650
+من الدرجة التانية فى حالة ال metric units ال F
+
+64
+00:06:55,650 --> 00:07:00,210
+بسها one point oh six minus four point one فعشر أص
+
+65
+00:07:00,210 --> 00:07:04,250
+ناقص أربعة S U T زي احد و نص فعشر أص ناقص سبعة S U
+
+66
+00:07:04,250 --> 00:07:07,770
+T لكل تربية اذا كانت S U T بين خمسمية و ألف و
+
+67
+00:07:07,770 --> 00:07:11,790
+أربعميت ميجا بس كده اذا كانت ال S U T أقل من
+
+68
+00:07:11,790 --> 00:07:14,370
+خمسمية ميجا
+
+69
+00:07:16,030 --> 00:07:25,290
+recommended إنه نحط ال F في الساعة point nine طبعا
+
+70
+00:07:25,290 --> 00:07:30,570
+او انا ممكن استخدم ال figure هذا بمعرفتي لل SUT
+
+71
+00:07:30,570 --> 00:07:41,310
+بحسب ال fraction F طيب
+
+72
+00:07:42,560 --> 00:07:46,380
+احنا حكينا ال S-endogram ممكن نعمله idealization
+
+73
+00:07:46,380 --> 00:07:51,620
+يعني قسمه لتلت مناطق في عندى هاي منطقة من واحد
+
+74
+00:07:51,620 --> 00:07:58,500
+لألف linear من ألف لمليون linear و بعد المليون
+
+75
+00:07:58,500 --> 00:08:03,420
+constant طبعا احنا حكيه نحكي من واحد لمليون بدى
+
+76
+00:08:03,420 --> 00:08:08,700
+اعتبره finite life و بعد المليون infinite life
+
+77
+00:08:08,700 --> 00:08:10,140
+الآن
+
+78
+00:08:12,210 --> 00:08:16,470
+في المنطقة هذه او في المنطقة الأولى هذه هيكون يعني
+
+79
+00:08:16,470 --> 00:08:20,690
+.. يعني بيعتبروا زي شبه static loading وتقريبا
+
+80
+00:08:20,690 --> 00:08:24,090
+بيكون احتمالية ال .. ال failure تصير by yielding
+
+81
+00:08:24,090 --> 00:08:31,100
+اكتر منه by fatigueال .. في المنطقة هذه بين الألف
+
+82
+00:08:31,100 --> 00:08:34,360
+والمليون العلاقة اللي نقدر نوصفها العلاقة طبعا هذه
+
+83
+00:08:34,360 --> 00:08:38,320
+ال log log scale هتكون power له sf بالسواء a في n
+
+84
+00:08:38,320 --> 00:08:43,540
+أس بي ال .. ال b هنا غير ال b السابقة هنشوف كيف
+
+85
+00:08:43,540 --> 00:08:50,220
+الآن لأن في نقطتين نقطة هنا اللي
+
+86
+00:08:50,220 --> 00:08:57,930
+هي ال n عبارة عن أكم؟ عن ألف و ال sfعند ما انا
+
+87
+00:08:57,930 --> 00:09:01,150
+اكون انا بتكون صم فريكشن من ال S U T هتكون F و S U
+
+88
+00:09:01,150 --> 00:09:11,150
+T و عند النقطة هذه مليون و ال S E مليون و ال S E و
+
+89
+00:09:11,150 --> 00:09:15,870
+عند خط linear log log scale و عند نقطتين ممكن احسب
+
+90
+00:09:15,870 --> 00:09:23,730
+ال constants A و B يعني عند نقطتينعند عشر أقص
+
+91
+00:09:23,730 --> 00:09:28,430
+تلاتة cycles ال Sf بتكون سوى F S U T عند ال N
+
+92
+00:09:28,430 --> 00:09:33,490
+بيساوي مليون بتكون ال Sf بيساوي S A و المعادلة
+
+93
+00:09:33,490 --> 00:09:39,170
+عندي اللي هي Sf بيساوي A في N أس B يعني عند نقطتين
+
+94
+00:09:39,170 --> 00:09:46,570
+النقطة اللي هو اللي هي عشر أقص تلاتة هو F S U T
+
+95
+00:09:46,570 --> 00:09:54,910
+النقطة التانية عشر أقص ستةهو S A لو عوض في النقطة
+
+96
+00:09:54,910 --> 00:10:02,630
+الأولى عند ال S F سواء A N أس B النقطة الأولى هي
+
+97
+00:10:02,630 --> 00:10:12,070
+عبارة عن F S U T بالسواء A فعشرة أو استلاتة أس B
+
+98
+00:10:12,070 --> 00:10:19,690
+صح عند النقطة التانية هيكون عند S E بتساوي
+
+99
+00:10:22,190 --> 00:10:33,690
+A في عشر عقل ستة قص بي هاي واحد هاي اتنين لأقسم
+
+100
+00:10:33,690 --> 00:10:43,130
+واحد على اتنين بيصير اندي F S U T على S E اللي
+
+101
+00:10:43,130 --> 00:10:48,630
+هيحتروح هتكون عشر عقل سالب تلاتة
+
+102
+00:10:50,750 --> 00:11:03,030
+قص بي صح؟ يعني هتصير عشر أقل سالب تلاتة بي بظهر لو
+
+103
+00:11:03,030 --> 00:11:08,150
+أخدت log الطرفين هكون عندي log ال
+
+104
+00:11:08,150 --> 00:11:18,630
+F sut على Se سواء ناقص تلاتة بي
+
+105
+00:11:21,660 --> 00:11:28,720
+يعني ال B تطلع سالب تلت log ال F S U T على S A و
+
+106
+00:11:28,720 --> 00:11:33,160
+ال A من
+
+107
+00:11:33,160 --> 00:11:38,940
+أي معادلة بعود عن B بحسب
+
+108
+00:11:38,940 --> 00:11:43,500
+بعمل simplification و بحسب ال A تطلع ال A بالساوية
+
+109
+00:11:43,500 --> 00:11:49,680
+F S U T لكل تربيع على S Aيعني يبقى عوض في معادلة
+
+110
+00:11:49,680 --> 00:12:03,560
+واحد او معادلة اتنين عن بيه ومنها بحسب ال a اذا
+
+111
+00:12:03,560 --> 00:12:06,300
+عندي كان ال element او ال mechanical element under
+
+112
+00:12:06,300 --> 00:12:10,620
+complete reversed stress sigma reversal في
+
+113
+00:12:10,620 --> 00:12:12,920
+المعادلة السابقة اللي هي .. اللي هي هذه
+
+114
+00:12:21,580 --> 00:12:26,160
+ممكن احسب number of reversals to failure عدد الـ
+
+115
+00:12:26,160 --> 00:12:31,380
+reversals to failure ومنها بحسب ال N اللي بتطلع
+
+116
+00:12:31,380 --> 00:12:37,700
+sigma reversal على A أس واحد على B
+
+117
+00:12:41,900 --> 00:12:44,780
+طبعا ال typical S-endogram هو مش ال S-endogram
+
+118
+00:12:44,780 --> 00:12:49,740
+السابق يطبق في حالة completely reversed stress لأن
+
+119
+00:12:49,740 --> 00:12:55,320
+هو هيك انعمل أخدنا standard specimen و ال load كان
+
+120
+00:12:55,320 --> 00:12:59,820
+completely reversed bending stress لكن في
+
+121
+00:12:59,820 --> 00:13:04,180
+التطبيقات الفعلية بيكونش ال stress completely
+
+122
+00:13:04,180 --> 00:13:07,120
+reversed يعني او بيكونش completely reversed
+
+123
+00:13:07,120 --> 00:13:15,100
+فمحتاجين ان نجيبequivalent reversed stress لل
+
+124
+00:13:15,100 --> 00:13:17,680
+actual state of stress هنشوف في آخر ال chapter هذه
+
+125
+00:13:17,680 --> 00:13:21,400
+هنوجد equivalent completely reversed stress
+
+126
+00:13:21,400 --> 00:13:27,980
+situation تكافئ اللي هي ال state و stress الفعلية
+
+127
+00:13:27,980 --> 00:13:31,400
+نشوف مثال
+
+128
+00:13:45,060 --> 00:13:51,700
+طيب given a ten fifty hot rolled steel يعني المتير
+
+129
+00:13:51,700 --> 00:13:56,880
+اللي عندى عشرة
+
+130
+00:13:56,880 --> 00:14:02,520
+خمسين hot rolled steel
+
+131
+00:14:08,810 --> 00:14:12,530
+estimate the rotating beam endurance limit at 10 و
+
+132
+00:14:12,530 --> 00:14:19,590
+6 cycles دي نحسب ال S E prime ال
+
+133
+00:14:19,590 --> 00:14:23,930
+S E prime مش متساوي في
+
+134
+00:14:23,930 --> 00:14:28,970
+علاقة بين ال S E prime و ال S U T؟
+
+135
+00:14:28,970 --> 00:14:37,470
+في علاقة ليه
+
+136
+00:14:37,470 --> 00:14:37,930
+هذه؟
+
+137
+00:14:40,520 --> 00:14:45,480
+بستوى نص ال
+
+138
+00:14:45,480 --> 00:14:53,400
+S.U.T إذا كانت ال S.U.T أقل
+
+139
+00:14:53,400 --> 00:15:03,180
+أو يستوى ألف او اربعمائة مياجا باسكال أو بتستوى700
+
+140
+00:15:03,180 --> 00:15:12,640
+ميجا بسكال اذا كانت ال SUT اكبر من 1400 ميجا بسكال
+
+141
+00:15:12,640 --> 00:15:18,360
+اول خطوة لازم نوجد ايش ال SUT من هنا نوجد ال SUT
+
+142
+00:15:18,360 --> 00:15:25,380
+انيا ايش رقم التابل طالع ليها روح على ال appendix
+
+143
+00:15:25,380 --> 00:15:31,760
+A20 روحولي على ال A20
+
+144
+00:15:37,520 --> 00:15:40,080
+بتروح ال hot rolled steel 1050
+
+145
+00:16:10,670 --> 00:16:23,730
+الف .. الف
+
+146
+00:16:23,730 --> 00:16:29,550
+و ستين ماعرف اكتبش هذا .. اه
+
+147
+00:16:40,640 --> 00:16:51,220
+اللي هو table a20
+
+148
+00:16:51,220 --> 00:16:57,540
+a20 مظبوط هذا
+
+149
+00:16:57,540 --> 00:17:00,740
+مظبوط
+
+150
+00:17:12,850 --> 00:17:17,770
+أحنا عندنا ال steel ألف و خمسين hot rolled steel
+
+151
+00:17:17,770 --> 00:17:29,570
+ال strings بتاعه كام؟ ستمائة و عشرين ال
+
+152
+00:17:29,570 --> 00:17:41,430
+SUT ستمائة و عشرين ميجا معناته
+
+153
+00:17:41,430 --> 00:17:42,170
+ال SE prime
+
+154
+00:17:46,030 --> 00:17:51,210
+هي اقل من الف الرمية مانها هتكون نص صح كنت صار نص
+
+155
+00:17:51,210 --> 00:18:00,670
+في ستمية و عشرين ساوي تلت مية و عشرة ميجا بس كده
+
+156
+00:18:00,670 --> 00:18:04,250
+هذا
+
+157
+00:18:04,250 --> 00:18:14,870
+المطلوب الأول المطلوب
+
+158
+00:18:14,870 --> 00:18:15,350
+التاني
+
+159
+00:18:18,900 --> 00:18:23,860
+بدو the endurance strength او ممكن احكي the
+
+160
+00:18:23,860 --> 00:18:28,300
+fatigue strength اكتر دقة the fatigue strength of
+
+161
+00:18:28,300 --> 00:18:33,380
+a polished rotating beam specimen corresponding to
+
+162
+00:18:33,380 --> 00:18:38,160
+عشر أس أربعة cycle فين
+
+163
+00:18:38,160 --> 00:18:46,380
+دي عينة هتعيش الآن بتاعتها عشر أس أربعة cycles
+
+164
+00:18:48,260 --> 00:18:54,900
+الديش الوصيلة اللي تحت الكون بتاعتها المعادلة
+
+165
+00:18:54,900 --> 00:18:59,560
+اللي
+
+166
+00:18:59,560 --> 00:19:05,720
+هي sf سوة
+
+167
+00:19:05,720 --> 00:19:09,320
+a أنقص
+
+168
+00:19:09,320 --> 00:19:17,480
+b صح؟ معناه تطلب أحس بإيش ال a ال a سوة f
+
+169
+00:19:21,530 --> 00:19:29,350
+SUT الكل تربيع على SA لأن ال SUT معروف عنده لازم
+
+170
+00:19:29,350 --> 00:19:40,730
+يبقى عند ال F ال
+
+171
+00:19:40,730 --> 00:19:41,930
+F ستكون تساوي
+
+172
+00:19:45,620 --> 00:19:49,780
+يعني بستخدم المعادلة أو بستخدم ال graph بس كنت
+
+173
+00:19:49,780 --> 00:19:56,200
+بستخدم ال graph ال SUT عندى ستمية و عشان أكم ..
+
+174
+00:19:56,200 --> 00:20:06,600
+أكم كيلو .. أكم؟ تسعين يعني هنكون احنا هي التسعين
+
+175
+00:20:06,600 --> 00:20:12,280
+يعني حوالين تقريبا point تمانية ستةيعني ال F هتكون
+
+176
+00:20:12,280 --> 00:20:21,300
+point تمانية ستة figure ستة تمانتاش أو بستخدم
+
+177
+00:20:21,300 --> 00:20:31,620
+المعادلة اللي هي F بالساوية one point O ستة minus
+
+178
+00:20:31,620 --> 00:20:36,760
+أربع point واحد عشرة أقل سالف أربعة في ست مائة
+
+179
+00:20:36,760 --> 00:20:43,410
+وعشر اللي هي S U Tزاد واحد و نص في عشرة أقل سالب
+
+180
+00:20:43,410 --> 00:20:49,910
+السابعة في ستمية و عشرين تربع خلينا نشوف ايش بطلع
+
+181
+00:20:49,910 --> 00:20:55,910
+معانا قريبة
+
+182
+00:20:55,910 --> 00:21:00,910
+كتير من تمانية ستة
+
+183
+00:21:00,910 --> 00:21:01,350
+تلاتة
+
+184
+00:21:05,000 --> 00:21:13,440
+طيب معناته ال A هتكون تستوى بقون تمانية ستة تلاتة
+
+185
+00:21:13,440 --> 00:21:21,540
+ستة وعشرين لكل تربيع على اس إيه اللي هي تلات نوع
+
+186
+00:21:21,540 --> 00:21:21,820
+عشر
+
+187
+00:21:38,480 --> 00:21:51,880
+تسعمية و تلاتة و عشرين و نص هذا ال A طيب ال B ال
+
+188
+00:21:51,880 --> 00:22:00,740
+B بالساوية ناقص طولة log ال
+
+189
+00:22:00,740 --> 00:22:14,150
+F S U T على ال S Aصنع قسطولت ال log ال point
+
+190
+00:22:14,150 --> 00:22:23,250
+تمانية ستة تلاتة ستمائة و عشرين ع تلاتمية و عشر
+
+191
+00:22:48,240 --> 00:22:57,140
+point سفر سفر سبعة تسعة minus طيب
+
+192
+00:22:57,140 --> 00:23:04,860
+معناته ال sf هتكون حوض عن a تسمية تلاتة و عشرين و
+
+193
+00:23:04,860 --> 00:23:09,380
+نص في ال n اللي هي عشر عقل أربعة
+
+194
+00:23:34,200 --> 00:23:38,340
+446.49 400
+
+195
+00:23:41,360 --> 00:23:49,880
+و ال 46 ميجا باسكال يعني
+
+196
+00:23:49,880 --> 00:23:55,860
+واضح جاي بين ال SA و ال SUT لأن الخط جاي زي هيك،
+
+197
+00:23:55,860 --> 00:24:06,020
+مظبوط؟ هاي 320 طيب
+
+198
+00:24:06,020 --> 00:24:07,040
+هذا مطلوب التاني
+
+199
+00:24:11,430 --> 00:24:16,950
+المطلوب التالت estimate the
+
+200
+00:24:16,950 --> 00:24:23,330
+expected life of a polished rotating beam specimen
+
+201
+00:24:23,330 --> 00:24:29,650
+under a completely reversed stress يعني إذا ال
+
+202
+00:24:29,650 --> 00:24:35,070
+specimen تحت أثير completely reversed stress قيمته
+
+203
+00:24:35,070 --> 00:24:41,910
+خمسة خمسين kilo poundparents connection بس
+
+204
+00:24:41,910 --> 00:24:44,110
+national بالماجا بسكال حلوليا بالله اللي ماجا
+
+205
+00:24:44,110 --> 00:24:50,150
+بسكال يعني
+
+206
+00:24:50,150 --> 00:24:59,150
+اقسموا على تسعين ضروف ستمية و عشرين مظبوط؟
+
+207
+00:24:59,150 --> 00:25:06,350
+تلاتمية و تمانين ماجا
+
+208
+00:25:06,350 --> 00:25:08,170
+بسكال
+
+209
+00:25:12,640 --> 00:25:22,220
+طيب معناته عند ال N نفس المعادلة هتكون ال N بسوة
+
+210
+00:25:22,220 --> 00:25:32,500
+sigma reversal على A أس واحد على B يعني هتكون تلت
+
+211
+00:25:32,500 --> 00:25:38,760
+مية و تمانين على تسعة مية و تلاتة و عشرين و نص
+
+212
+00:25:41,530 --> 00:25:56,930
+قص واحد على سالب point O سبعة تسعة هتعيش
+
+213
+00:25:56,930 --> 00:26:00,150
+أكتر
+
+214
+00:26:00,150 --> 00:26:06,650
+من عشر تلاف ساكن لأن ال stress level صار أقل ال
+
+215
+00:26:06,650 --> 00:26:09,030
+stress level أقل فهتعيش فترة أطول
+
+216
+00:26:12,240 --> 00:26:19,800
+من عشر تلاف كام؟
+
+217
+00:26:19,800 --> 00:26:26,400
+ستة و سبعين الف
+
+218
+00:26:26,400 --> 00:26:35,700
+cycle يعني
+
+219
+00:26:35,700 --> 00:26:38,160
+ستة و سبعين الف stress cycle
+
+220
+00:26:45,990 --> 00:26:51,910
+طيب نخش عن موضوع جديد لان ال SE primal endurance
+
+221
+00:26:51,910 --> 00:26:59,230
+limit لما طلعناها كانت في المعمل كانت العينة
+
+222
+00:26:59,230 --> 00:27:05,650
+معيارية ال loading pure bending وكان completely
+
+223
+00:27:05,650 --> 00:27:10,930
+reversed كان completely reversed معناته اللي هي
+
+224
+00:27:10,930 --> 00:27:16,710
+highly polished ويله standard size معينوال loading
+
+225
+00:27:16,710 --> 00:27:23,250
+pure bending و completely reversed stress عرض
+
+226
+00:27:23,250 --> 00:27:30,130
+الواقع ممكن مايكونش bending ممكن تورجين او اكسل او
+
+227
+00:27:30,130 --> 00:27:34,760
+bending او اي خلطة منهمالقطر اللى هنتعرض لقطر ال
+
+228
+00:27:34,760 --> 00:27:39,180
+.. ال mechanical part بيكونش نفسة القطر بتاع ال
+
+229
+00:27:39,180 --> 00:27:45,220
+specimen ال surface finish مختلف،
+
+230
+00:27:45,220 --> 00:27:50,320
+الفحص نعمل درجة حرارة الغرفةالان ممكن يكون ال
+
+231
+00:27:50,320 --> 00:27:53,260
+mechanical element عند درجة حرارة مرتفعة او درجة
+
+232
+00:27:53,260 --> 00:27:57,640
+حرارة منخفضة مختلفة درجة الحرارة و ال SEPI لما انا
+
+233
+00:27:57,640 --> 00:28:01,880
+حاكيه هنا بالثورة و نص ال SET based على fifty
+
+234
+00:28:01,880 --> 00:28:05,980
+percent reliability fifty percent reliability اذا
+
+235
+00:28:05,980 --> 00:28:08,820
+اختلفت ال reliability لاد داتا عن خمسمية لمية
+
+236
+00:28:08,820 --> 00:28:12,160
+معناته محتاج انا .. معناته ل modification معناته
+
+237
+00:28:12,160 --> 00:28:16,270
+عشان احصل inverse limitلـ mechanical element على
+
+238
+00:28:16,270 --> 00:28:21,630
+أرض الواقع محتاج أعمل تعديلات لأن ال mechanical
+
+239
+00:28:21,630 --> 00:28:27,550
+element موجود تحت ظروف مختلفة عن الظروف اللي هو ال
+
+240
+00:28:27,550 --> 00:28:33,030
+specimen المعياري وبالتالي محتاج أعمل تعديلات عشان
+
+241
+00:28:33,030 --> 00:28:40,610
+ذلك بستخدم معادلة SE بسوء K A K B K C K D K E S E
+
+242
+00:28:40,610 --> 00:28:49,160
+Primeال SE prime هي ال endurance limit عندي
+
+243
+00:28:49,160 --> 00:28:58,160
+critical location في ال mechanical element طبعا ال
+
+244
+00:28:58,160 --> 00:29:04,730
+SE prime هي خاصية للمادةخاصية المادة اللي هي ال
+
+245
+00:29:04,730 --> 00:29:11,010
+endurance limit ل standard fatigue specimen under
+
+246
+00:29:11,010 --> 00:29:15,570
+pure bending complete reversed stress highly
+
+247
+00:29:15,570 --> 00:29:20,750
+polished و العينة معياريةالـ K A هو surface factor
+
+248
+00:29:20,750 --> 00:29:28,970
+surface finish ال K B size factor K C load factor
+
+249
+00:29:28,970 --> 00:29:33,910
+و ال K D temperature factor و ال K E اللي هو
+
+250
+00:29:33,910 --> 00:29:38,650
+reliability factor و ال S E هو ال nearest limit
+
+251
+00:29:38,650 --> 00:29:39,890
+بعد التعديلات هذه كلها
+
+252
+00:29:44,580 --> 00:29:52,540
+أول واحد اللى هو ال surface factor k a طبعا كل ما
+
+253
+00:29:52,540 --> 00:29:57,060
+كان ال mechanical element ال strength بتاعته بزيد
+
+254
+00:29:57,060 --> 00:30:02,860
+كل ما كان اكتر حساسية لل surface finish اذا كان
+
+255
+00:30:02,860 --> 00:30:05,620
+مثلا ال strength بتاعته منخفضة duck tile كتير
+
+256
+00:30:05,620 --> 00:30:11,440
+بيكونش حساس لل surface finish و الخدوش لكن كل ما
+
+257
+00:30:11,440 --> 00:30:15,940
+زى ال strength بتكون حساسيته اكترمعناته ال K A
+
+258
+00:30:15,940 --> 00:30:20,820
+بتعتمد على ال ultimate strength تُعطى من العلاقة
+
+259
+00:30:20,820 --> 00:30:26,860
+اللي هي K A بيستوى A في S U T أُص B ال A و ال B هو
+
+260
+00:30:26,860 --> 00:30:30,600
+factors بتعتمد على ال surface finish بتاعة ال
+
+261
+00:30:30,600 --> 00:30:36,980
+mechanical part إذا كان معمله grounding ال factor
+
+262
+00:30:36,980 --> 00:30:39,840
+A يلو قيمة طبعا هنا عندي English unit هنا
+
+263
+00:30:39,840 --> 00:30:44,450
+اندلمetric unit اللي بي .. نفس الشي في الحالتينإذا
+
+264
+00:30:44,450 --> 00:30:49,170
+كان machined أو code drawn ال a بتختلف و ال b
+
+265
+00:30:49,170 --> 00:30:55,450
+تختلف، إذا كان hot rolled، صار rolling ع الساخن،
+
+266
+00:30:55,450 --> 00:31:01,310
+برضه ال a و ال b مختلفة و as forged بتكون ال a و
+
+267
+00:31:01,310 --> 00:31:06,310
+ال b مختلفة، هذا اللي هو ال service finish factor،
+
+268
+00:31:06,310 --> 00:31:07,170
+هنشوف مثال
+
+269
+00:31:37,100 --> 00:31:39,880
+a steel has a minimum ultimate strength of
+
+270
+00:31:39,880 --> 00:31:43,820
+خمسمائية وعشرين ميجا بسكال فيه عند steel ال
+
+271
+00:31:43,820 --> 00:31:48,500
+ultimate tensile strength بتاعته خمسمائية وعشرين
+
+272
+00:31:48,500 --> 00:31:55,940
+ميجا بسكال و ال surface بتاعه معمله machining
+
+273
+00:31:55,940 --> 00:32:03,820
+machined surface machined surface
+
+274
+00:32:07,040 --> 00:32:16,560
+احسب ال K.A. ال K.A. شو يساوي؟
+
+275
+00:32:16,560 --> 00:32:25,540
+ال K.A. يساوي A S U T S P يعني الان هو machined
+
+276
+00:32:25,540 --> 00:32:28,880
+يعني ال A انا عندي متر كيلونت هتكون تلاتة point او
+
+277
+00:32:28,880 --> 00:32:37,190
+اربعة صح؟هتكون تلاتة point O أربعة في خمسمية و
+
+278
+00:32:37,190 --> 00:32:50,350
+عشرين ال B سالب point اتنين واحد السبعة اسوليها
+
+279
+00:33:03,490 --> 00:33:06,430
+طبعا عشان أكون في الصورة ال .. ال tables و في كتير
+
+280
+00:33:06,430 --> 00:33:12,190
+من المعادلات اختلفت في ال version الجديدة مختلفة
+
+281
+00:33:12,190 --> 00:33:20,470
+من الأول يعني كلها experimental فبصير تعديلات
+
+282
+00:33:20,470 --> 00:33:21,410
+point
+
+283
+00:33:36,930 --> 00:33:40,870
+هو لما بيعمل فحوصات لما يعدوا معينة بيعملها ما
+
+284
+00:33:40,870 --> 00:33:44,090
+يسمى اللي هو characterization يعني انه بيعرف
+
+285
+00:33:44,090 --> 00:33:49,350
+حواصة، لما بيعرف حواصة بيعملش عينة واحدة، بيعمل
+
+286
+00:33:49,350 --> 00:33:52,790
+مجموعة من العينات، لكل عينة بيعمل مثلا ال tensile
+
+287
+00:33:52,790 --> 00:33:55,910
+test أو بيعمل statistical .. اللي بيحكيلك هذه هي
+
+288
+00:33:55,910 --> 00:33:57,230
+ال minimum tensile strength
+
+289
+00:34:05,130 --> 00:34:11,650
+ال KB ال science factor اول شي في ال specimen لما
+
+290
+00:34:11,650 --> 00:34:17,310
+نعمل فحص بيكون العينة عياش تدور اي واحد اتنين
+
+291
+00:34:17,310 --> 00:34:26,750
+مدورة مش مقطع تاني العينة مدورة و بتدور ويلها قطر
+
+292
+00:34:26,750 --> 00:34:27,190
+معين
+
+293
+00:34:31,640 --> 00:34:36,120
+معناته و عند حطها طبعا هي under pure pending ال
+
+294
+00:34:36,120 --> 00:34:45,300
+sigma بتساوي M في C على I صح؟
+
+295
+00:34:45,300 --> 00:34:48,700
+بتساوي
+
+296
+00:34:48,700 --> 00:34:56,760
+نحكي 32 M على
+
+297
+00:34:56,760 --> 00:34:59,800
+I دي تكيف
+
+298
+00:35:06,990 --> 00:35:12,430
+معناته ال stress level
+
+299
+00:35:16,160 --> 00:35:21,820
+باعتمد على القطر باعتمد على القطر المراتو عشان
+
+300
+00:35:21,820 --> 00:35:28,960
+اعمل crack initiation محتاج اكبر ال stress صح؟
+
+301
+00:35:28,960 --> 00:35:35,500
+محتاج اكبر ال stress level لان القطر ده ادي ادي
+
+302
+00:35:35,500 --> 00:35:41,180
+ادي زاد هيعمل ال stress level اكبر عشان ارفع بدي
+
+303
+00:35:41,180 --> 00:35:47,570
+ازود ال stress level ازود ال stress levelفي حالة
+
+304
+00:35:47,570 --> 00:35:52,830
+can loading, bending او torsion و ال mechanical
+
+305
+00:35:52,830 --> 00:35:59,770
+part مدور و بدورالـ Kb مُعطل علاقة كبي بس هركز على
+
+306
+00:35:59,770 --> 00:36:04,510
+الوحدات المترية كبي بالساوية one point two four في
+
+307
+00:36:04,510 --> 00:36:07,810
+دي اقص ناقص point one oh seven دي بين سبعة وان ستة
+
+308
+00:36:07,810 --> 00:36:12,070
+اتنين لواحد وخمسين ملي او بالساوية one point خمسة
+
+309
+00:36:12,070 --> 00:36:16,470
+واحد في دي اقص minus point واحد خمسة سبعة في حال
+
+310
+00:36:16,470 --> 00:36:20,570
+كان القطر بين واحد وخمسين وميتين واربع خمسين ملي
+
+311
+00:36:20,570 --> 00:36:25,970
+for دي اقل من سبعة وان ستة اتنين ملي متر
+
+312
+00:36:27,500 --> 00:36:33,780
+recommended تحط Kb بالساوية واحد اذا Kb اقل من
+
+313
+00:36:33,780 --> 00:36:41,420
+سبعة من ستة ملي متر تحط ال Kb واحد طيب
+
+314
+00:36:41,420 --> 00:36:45,960
+هذا
+
+315
+00:36:45,960 --> 00:36:54,000
+في حالة bending او torsion load ليش bending و
+
+316
+00:36:54,000 --> 00:36:57,060
+torsion لان ال bending اذا عندي bending
+
+317
+00:37:05,390 --> 00:37:09,090
+ال stress بتغير
+
+318
+00:37:09,090 --> 00:37:12,690
+بالشكل هداليني او صح و برضه في ال torsion نفس
+
+319
+00:37:12,690 --> 00:37:21,850
+الشيء اذا عندى torsion هيكون هين سفر
+
+320
+00:37:21,850 --> 00:37:27,010
+في النص و maximum عندى service معناه طبيعى ال
+
+321
+00:37:27,010 --> 00:37:30,110
+stress اللى بنتج عن ال bending شبيه بال stress
+
+322
+00:37:30,110 --> 00:37:34,130
+اللى بنتج عن ال torsion و ال bending نفس الشيء
+
+323
+00:37:39,340 --> 00:37:48,840
+طيب في حالة ال loading axle ال Kb بنحطها واحد كب
+
+324
+00:37:48,840 --> 00:37:55,860
+بيساوي واحد لسه بنحكي احنا على part بدور و مدور
+
+325
+00:37:55,860 --> 00:38:01,440
+الان
+
+326
+00:38:01,440 --> 00:38:06,200
+في عندي حالتين انه
+
+327
+00:38:06,200 --> 00:38:14,040
+مش مدوروبدور او
+
+328
+00:38:14,040 --> 00:38:24,360
+بدورش مدور او مش مدور بدورش هذه كل الاحتمالات لان
+
+329
+00:38:24,360 --> 00:38:29,700
+مش هاخش في تفاصيلفي الحالة هي ان نوجد equivalent
+
+330
+00:38:29,700 --> 00:38:34,640
+diameter انا
+
+331
+00:38:34,640 --> 00:38:42,820
+حاطه في ال slides في حالة .. في
+
+332
+00:38:42,820 --> 00:38:52,260
+حالة مقطع مدور و مدورش يعني مدورش حالة زيك مثلا
+
+333
+00:38:52,260 --> 00:38:56,860
+هذه حالة دوران هذه في اندي fatigue loadingلكن
+
+334
+00:38:56,860 --> 00:39:04,680
+بدورش مظبوط بتكون ال equivalent diameter سواء
+
+335
+00:39:04,680 --> 00:39:09,680
+point تلاتة سبعة دي بس احنا equivalent دي
+
+336
+00:39:09,680 --> 00:39:17,860
+equivalent ليه في المعادلات السابقة اذا كان مقطع
+
+337
+00:39:17,860 --> 00:39:26,410
+مستطيل مقطع H في Bبتكون ال D equivalent بيساوبون
+
+338
+00:39:26,410 --> 00:39:33,990
+808 في H في B قص نص بحاول ال equivalent rotating
+
+339
+00:39:33,990 --> 00:39:39,910
+beam equivalent rotating beam بتكون ساوبون 808 H B
+
+340
+00:39:39,910 --> 00:39:45,130
+قص نص عندى
+
+341
+00:39:45,130 --> 00:39:51,190
+فى الكتاب table A63 ماعطينى ال equivalent diameter
+
+342
+00:39:51,190 --> 00:39:58,450
+فى حالة مقطع مدور مدورشو برضه ماعطيني ال diameter
+
+343
+00:39:58,450 --> 00:40:03,750
+في حالة مقطع مستطيل ماعطيني
+
+344
+00:40:03,750 --> 00:40:08,550
+في حالة ال I beam و
+
+345
+00:40:08,550 --> 00:40:15,330
+ماعطيني في حالة ال channel شوف
+
+346
+00:40:15,330 --> 00:40:15,790
+مثال
+
+347
+00:40:31,160 --> 00:40:37,540
+a steel shaft loaded in bending is thirty
+
+348
+00:40:37,540 --> 00:40:42,260
+millimeters in diameter abuting a flat shoulder
+
+349
+00:40:42,260 --> 00:40:44,180
+يعني عندى اتنين و تلاتين
+
+350
+00:41:01,960 --> 00:41:06,800
+هذا ال 32 و
+
+351
+00:41:06,800 --> 00:41:14,860
+هذا ال 38 و هذا فيه فيلت بينهم
+
+352
+00:41:14,860 --> 00:41:18,520
+ال material shaft has a mean ultimate tilt on the
+
+353
+00:41:18,520 --> 00:41:26,060
+rings of 690 Mega Pascal ال SUT ساوة
+
+354
+00:41:26,060 --> 00:41:27,480
+690 Mega Pascal
+
+355
+00:41:35,360 --> 00:41:44,160
+estimate the size factor kb if the
+
+356
+00:41:44,160 --> 00:41:48,520
+shaft is used in a rotating mode اولا شوف مدور و
+
+357
+00:41:48,520 --> 00:41:54,980
+بدور معناه دي ال cooling بتاعه نفس دي صح اذا هو
+
+358
+00:41:54,980 --> 00:42:00,840
+مدور و بدور احسب ال kb و برضه بحكي لي
+
+359
+00:42:05,900 --> 00:42:12,160
+طيب ال KB هتكون
+
+360
+00:42:12,160 --> 00:42:17,640
+ال
+
+361
+00:42:17,640 --> 00:42:24,900
+D تماما و تلاتيه هتكون ال KB ال KB هتقص من واحد
+
+362
+00:42:24,900 --> 00:42:30,980
+point اتنين four في دي قص minus point مية و سبعة
+
+363
+00:42:30,980 --> 00:42:37,260
+يعني هتكون واحد point اتنين اربعالـ D عنده تمانية
+
+364
+00:42:37,260 --> 00:42:47,880
+و تلاتين minus point واحد سفر سبعة هذا
+
+365
+00:42:47,880 --> 00:42:54,120
+في حالة باخليه
+
+366
+00:42:54,120 --> 00:42:58,880
+critical ده meter هذا مش critical بالنسبالي هذا
+
+367
+00:43:03,540 --> 00:43:08,300
+point تمانية خمسة ستة فهذا في حالة rotating في
+
+368
+00:43:08,300 --> 00:43:13,060
+حالة non rotating mode بلزم نحسب effective
+
+369
+00:43:13,060 --> 00:43:18,260
+diameter دي effective مش بيساوي point تلاتة سبعة
+
+370
+00:43:18,260 --> 00:43:23,620
+دي effective في حالة non rotating بيساوي point
+
+371
+00:43:23,620 --> 00:43:28,980
+تلاتة سبعة دي يعني point تلاتة سبعة في اتنين و
+
+372
+00:43:28,980 --> 00:43:29,460
+تلاتين
+
+373
+00:43:37,160 --> 00:43:49,400
+11.84 mm بعدين بحسب ال KB بس 1.24 في 11.84 و minus
+
+374
+00:43:49,400 --> 00:43:57,300
+0.107 point
+
+375
+00:43:57,300 --> 00:43:57,560
+9
+
+376
+00:44:18,240 --> 00:44:21,400
+طيب ال factor التالت اللي هو ال load factor احنا
+
+377
+00:44:21,400 --> 00:44:25,280
+حكيناه في العيلة تحت الفحص بتكون under pure
+
+378
+00:44:25,280 --> 00:44:30,240
+bending لكن ال load على أرض الواقع بتكون أي شي
+
+379
+00:44:30,240 --> 00:44:34,700
+تاني axle او torsion او bending او اي خليط من ال
+
+380
+00:44:34,700 --> 00:44:38,440
+loading المعادلة
+
+381
+00:44:38,440 --> 00:44:42,580
+اللي هعطيكوها هنا applicable في حالةsingle load
+
+382
+00:44:42,580 --> 00:44:47,040
+condition يعني بيكون يا إما ال load bending أو
+
+383
+00:44:47,040 --> 00:44:51,440
+axial أو torsion في حالة الخليط في آخر الشفطة
+
+384
+00:44:51,440 --> 00:44:58,060
+بنشوف كيف يعني نحسبها ال Kc بالساوية في حالة ال
+
+385
+00:44:58,060 --> 00:45:02,100
+bending ما هو أساسا في الفحص bending فمعناط ال Kc
+
+386
+00:45:02,100 --> 00:45:07,930
+بساوية واحدفي حالة axial loading bond تمانية خمسة
+
+387
+00:45:07,930 --> 00:45:18,950
+في حالة torsion ال KC بالساوية bond خمسة تسعة طيب
+
+388
+00:45:18,950 --> 00:45:24,190
+هذا ال KC ال
+
+389
+00:45:24,190 --> 00:45:28,310
+KT لأ
+
+390
+00:45:28,310 --> 00:45:36,620
+انا اي معدنلما يسخن او يبرد بتغير خواصه
+
+391
+00:45:36,620 --> 00:45:39,960
+الميكانيكية لو جبت الحديد عند room temperature
+
+392
+00:45:39,960 --> 00:45:45,300
+بيكون ductile اللي عندنا قسمتين بيصير تصرف brittle
+
+393
+00:45:45,300 --> 00:45:48,880
+ما انتو brittle ال tensile strength بتاعته زادت
+
+394
+00:45:48,880 --> 00:45:53,900
+على حساب ايش? ductility بشكل عام اذا برفع الحرارة
+
+395
+00:45:55,940 --> 00:46:01,200
+بصير more ductile مظبوط معناته ال SUT او ال
+
+396
+00:46:01,200 --> 00:46:05,980
+strength بتتغير بالتغير درجة الحرارة و الفحص صار
+
+397
+00:46:05,980 --> 00:46:09,420
+عند ال room temperature و كانت ال SE prime بستو نص
+
+398
+00:46:09,420 --> 00:46:15,440
+ال SUT معناته ال
+
+399
+00:46:15,440 --> 00:46:20,600
+ال strength is a function of temperature في عنده
+
+400
+00:46:20,600 --> 00:46:25,750
+معادلة هنا ST علىالـ strength at the given
+
+401
+00:46:25,750 --> 00:46:29,850
+temperature على ال strength at room temperature ما
+
+402
+00:46:29,850 --> 00:46:31,570
+هو الطيب اللي علاقة فيه عندي علاقتين واحدة
+
+403
+00:46:31,570 --> 00:46:35,530
+باستخدام الفهرانهايت واحدة باستخدام ال steel cells
+
+404
+00:46:35,530 --> 00:46:40,270
+فهي تكون ال ST على SRT بسبب point 9 9 زي 5.9 في 10
+
+405
+00:46:40,270 --> 00:46:49,110
+و 12.4 TC minus 2.1 في 10 و 12.6 TC لكل تربيع four
+
+406
+00:46:49,110 --> 00:46:50,030
+steels بين
+
+407
+00:46:52,910 --> 00:47:00,010
+من اشرين درجة لحد خمسمية و خمسين درجة تقريبا نص او
+
+408
+00:47:00,010 --> 00:47:02,910
+اربعين فالمية من ال melting point اربعين فالمية من
+
+409
+00:47:02,910 --> 00:47:07,990
+ال melting point ال K دي بيسوء ال ST على SRT ال K
+
+410
+00:47:07,990 --> 00:47:14,910
+دي بيسوء ST على SRT طيب
+
+411
+00:47:14,910 --> 00:47:16,510
+حاضر الجامعة نكمل
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8.srt
new file mode 100644
index 0000000000000000000000000000000000000000..9769cf388b72bc5e4fae3852eb5f9c37009625af
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8.srt
@@ -0,0 +1,1627 @@
+1
+00:00:04,980 --> 00:00:07,380
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,380 --> 00:00:12,080
+وبركاته هنكمل في مادة تصميم الآلات المحاضرات
+
+3
+00:00:12,080 --> 00:00:17,320
+الماضية كنا نحكي عن ال design for dynamic loading
+
+4
+00:00:17,320 --> 00:00:23,540
+حكينا عن ال fluctuating stress diagramاليوم هنكمل
+
+5
+00:00:23,540 --> 00:00:27,720
+هنحكي عن ال fatigue failure criteria زي ما أنتم 
+
+6
+00:00:27,720 --> 00:00:32,460
+شايفين الشكل هذا بوريحنا أكثر من fatigue ال
+
+7
+00:00:32,460 --> 00:00:40,500
+criteria في عند ال SY أو في سودربيرج، عند ال Goodman،
+
+8
+00:00:40,500 --> 00:00:46,900
+عند ال Morrow، عند ال SWT، عند ال Gerber، عند
+
+9
+00:00:46,900 --> 00:00:51,690
+الآليات اللي بنتكلم عليهم واحدة واحدة هذه كلها أو
+
+10
+00:00:51,690 --> 00:00:57,230
+نحكي fatigue design criteria كل واحدة لها مزايا وكل
+
+11
+00:00:57,230 --> 00:01:02,070
+واحدة لها عيوب. أول واحدة اللي هي ال Goodman احنا
+
+12
+00:01:02,070 --> 00:01:05,870
+حكينا عن ال Goodman بس هنعيد يعني إيش؟ أول شيء linear
+
+13
+00:01:05,870 --> 00:01:13,270
+العلاقة جاية بين ال SUT و ال SE كل كرفتها طبعًا ل
+
+14
+00:01:13,270 --> 00:01:18,550
+infinite life. ل infinite life ال Goodman simple
+
+15
+00:01:18,550 --> 00:01:22,150
+conservative يعني بتعمل prediction لل fatigue
+
+16
+00:01:22,150 --> 00:01:27,670
+failure قبل ما تحصل حقيقة أن يصير failure و كويسة لل
+
+17
+00:01:27,670 --> 00:01:32,360
+design purposes لأنها simple و بسيطة زي ما احنا حكينا
+
+18
+00:01:32,360 --> 00:01:35,080
+not typical of the data، يعني ال experimental data
+
+19
+00:01:35,080 --> 00:01:41,500
+مش متطابقة مع ال .. ال mathematical model بتاع
+
+20
+00:01:41,500 --> 00:01:42,100
+Goodman
+
+21
+00:01:45,720 --> 00:01:48,860
+applicable for positive mean stress إذا بدنا نروح
+
+22
+00:01:48,860 --> 00:01:52,540
+على ال negative mean stress بيصير عندها ال design
+
+23
+00:01:52,540 --> 00:01:58,040
+criteria linear عند ال SE أو خط أفقي عند ال SE ال
+
+24
+00:01:58,040 --> 00:02:02,100
+failure line اللي هو sigma A على SE زي sigma M على
+
+25
+00:02:02,100 --> 00:02:05,300
+ST بيساوي واحد. if we include factor of safety
+
+26
+00:02:05,300 --> 00:02:09,970
+بيصيرSigma A على SE زي Sigma M على SUT بيساوي واحد
+
+27
+00:02:09,970 --> 00:02:15,330
+على N ومنها بنحسب N بيساوي Sigma A على SE زي Sigma
+
+28
+00:02:15,330 --> 00:02:18,110
+M على SUT أو ناقص واحد. وأنتم تلاحظوا هنا في ال
+
+29
+00:02:18,110 --> 00:02:24,810
+criteria عندي ال alternating مع endurance المين
+
+30
+00:02:24,810 --> 00:02:32,370
+معه tensile المورو
+
+31
+00:02:32,370 --> 00:02:34,230
+اللي هي هذه المورو
+
+32
+00:02:40,990 --> 00:02:48,830
+المورو linear زيها زي ال good man بس اللي
+
+33
+00:02:48,830 --> 00:02:54,150
+باختلاف بدل ما تم استبدال ال SUT ب sigma F bar أو
+
+34
+00:02:54,150 --> 00:03:01,470
+sigma F prime. sigma F bar اللي هي ال true fracture
+
+35
+00:03:01,470 --> 00:03:05,590
+strength. sigma F prime اللي هي ال fatigue strength
+
+36
+00:03:05,590 --> 00:03:06,190
+coefficient.
+
+37
+00:03:10,770 --> 00:03:15,330
+ال Morrow line هو ال Morrow provides a reasonable
+
+38
+00:03:15,330 --> 00:03:18,170
+fit to the fatigue data on both positive and
+
+39
+00:03:18,170 --> 00:03:23,270
+negative mean stress site يعني إيش؟ نحظة ال .. ال
+
+40
+00:03:23,270 --> 00:03:28,330
+experimental data جاي كان زي هيك فاحنا روحنا
+
+41
+00:03:28,330 --> 00:03:34,150
+باتجاه to fit ال experimental data أكثر من أيّاش ال
+
+42
+00:03:34,150 --> 00:03:34,550
+Goodman.
+
+43
+00:03:43,240 --> 00:03:47,940
+it tends to be slightly toward the conservative
+
+44
+00:03:47,940 --> 00:03:51,900
+side for positive mean stress يعني بتكون تعطينا
+
+45
+00:03:51,900 --> 00:03:55,240
+conservative results في حال كان ال mean stress
+
+46
+00:03:55,240 --> 00:04:00,720
+موجب. and slightly to the non conservative side for
+
+47
+00:04:00,720 --> 00:04:04,140
+negative mean stress إذا كان ال stress negative
+
+48
+00:04:04,140 --> 00:04:08,900
+بتكون مش conservative. طبعًا هي زي ما حكينا linear و
+
+49
+00:04:08,900 --> 00:04:13,980
+simple زي ال Goodman لكن بتعطينا better fit لل
+
+50
+00:04:13,980 --> 00:04:19,060
+experimental data يعني من عيوبها أنّه limited يعني
+
+51
+00:04:19,060 --> 00:04:23,100
+مش دائمًا تكون متاحة عند ال sigma f bar أو sigma f
+
+52
+00:04:23,100 --> 00:04:23,460
+prime.
+
+53
+00:04:28,870 --> 00:04:32,970
+عشان هيك فينا ال sigma f prime معادلة مرة ثانية
+
+54
+00:04:32,970 --> 00:04:38,310
+سبقًا في حالة ال English units sigma f prime
+
+55
+00:04:38,310 --> 00:04:42,270
+بيساوي ال C2 زائد خمسين أو في حالة ال metric unit
+
+56
+00:04:42,270 --> 00:04:45,510
+sigma f bar أو sigma f prime بيساوي ال C2 زائد
+
+57
+00:04:45,510 --> 00:04:50,700
+ثلاثمئة وخمسة وأربعين. fatigue في ال criteria اللحظة
+
+58
+00:04:50,700 --> 00:04:56,040
+هنا عندي هنا sigma a على se وهنا sigma m على
+
+59
+00:04:56,040 --> 00:05:00,080
+sigma f prime يعني أنا استبدلت إيش؟ ال SUT ب sigma
+
+60
+00:05:00,080 --> 00:05:05,980
+f prime أو sigma f bar أو sigma f prime. ال factor
+
+61
+00:05:05,980 --> 00:05:09,280
+of safety هيكون sigma a على se زي sigma m على
+
+62
+00:05:09,280 --> 00:05:15,100
+sigma f prime bar أو أو ال N بيساوي sigma a على
+
+63
+00:05:15,100 --> 00:05:17,660
+se زي sigma m على sigma f prime أو
+
+64
+00:05:22,650 --> 00:05:27,190
+ال Gerber جاية
+
+65
+00:05:27,190 --> 00:05:33,890
+بين ال sut و ال se لكن مش linear يعني هي زي ال
+
+66
+00:05:33,890 --> 00:05:38,150
+Goodman بس ال Goodman جاية linear هذه non linear
+
+67
+00:05:38,150 --> 00:05:43,610
+معناته it fits جاية باتجاه ال experimental data it
+
+68
+00:05:43,610 --> 00:05:46,470
+fits ال experimental data أحسن من Goodman
+
+69
+00:05:49,990 --> 00:05:53,930
+slightly non-conservative especially for stress
+
+70
+00:05:53,930 --> 00:05:59,630
+conditions near the ordinate يعني بتكون أعلى شوية
+
+71
+00:05:59,630 --> 00:06:03,250
+من ال experimental data وبالذات في المنطقة هذه
+
+72
+00:06:03,250 --> 00:06:07,070
+applies
+
+73
+00:06:07,070 --> 00:06:12,250
+to positive mean stress to conservative if applied
+
+74
+00:06:12,250 --> 00:06:15,910
+to negative means ممكن أنا أعمل extrapolation لل
+
+75
+00:06:15,910 --> 00:06:17,030
+curve باتجاه
+
+76
+00:06:20,010 --> 00:06:24,550
+الـ negative برضه بتعطينا إيش إذا بتحاولوا تعملوا
+
+77
+00:06:24,550 --> 00:06:31,630
+plot لها هتكون لاحظوا ال curve جاي مش شكل هذا
+
+78
+00:06:31,630 --> 00:06:39,540
+تقريبًا حسين زي هيك هيكون تحت ال experimentally تحت
+
+79
+00:06:39,540 --> 00:06:43,420
+ال experimental data. ال Gerber criteria المعادلة اللي
+
+80
+00:06:43,420 --> 00:06:48,240
+هي sigma a على se زي sigma m على sut لكل تربيع
+
+81
+00:06:48,240 --> 00:06:51,800
+بيساوي واحد. و ال factor of safety بيساوي واحد على
+
+82
+00:06:51,800 --> 00:06:55,860
+اثنين في sut على sigma m لكل تربيع في sigma a على
+
+83
+00:06:55,860 --> 00:07:00,400
+se في minus واحد زي جذر تربيع لواحد زي اثنين sigma
+
+84
+00:07:00,400 --> 00:07:04,820
+m se على sut sigma a لكل تربيع. هذا في حالة كان ال
+
+85
+00:07:04,820 --> 00:07:05,780
+stress positive
+
+86
+00:07:12,050 --> 00:07:20,110
+ال Soderbergh جاي بين ال SY و ال SE. جاي بين ال S
+
+87
+00:07:20,110 --> 00:07:24,450
+Y و ال SE ultra conservative يعني conservative
+
+88
+00:07:24,450 --> 00:07:28,790
+بالزيادة. يعني عندنا ال .. ال .. ال .. ال Goodman
+
+89
+00:07:28,790 --> 00:07:32,650
+conservative و هذا جاي لوراء هتكون conservative أكثر
+
+90
+00:07:33,920 --> 00:07:39,000
+مزيتها أنّه بتعمل check for both ال fatigue
+
+91
+00:07:39,000 --> 00:07:43,460
+failure و ال yield لأن جاية بتعمل check for both
+
+92
+00:07:43,460 --> 00:07:46,400
+اللي هو fatigue failure و ال yield
+
+93
+00:07:49,320 --> 00:07:53,820
+العلاقة linear. ال failure line اللي هو اللي هو جاي
+
+94
+00:07:53,820 --> 00:07:57,800
+بين ال SY و ال SE بيساوي S A على S E زائد Sigma M
+
+95
+00:07:57,800 --> 00:08:01,780
+على SY بيساوي واحد. factor of safety بيكون Sigma A
+
+96
+00:08:01,780 --> 00:08:05,160
+على SE زائد Sigma M على SY أو ناقص واحد for
+
+97
+00:08:05,160 --> 00:08:10,000
+positive mean stress. ال
+
+98
+00:08:10,000 --> 00:08:14,560
+Gerber elliptic جاي
+
+99
+00:08:14,560 --> 00:08:23,560
+بين ال SY و ال SE لكن هيش non-linear فهي checks
+
+100
+00:08:23,560 --> 00:08:28,220
+for both yield failure و fatigue failure. it's
+
+101
+00:08:28,220 --> 00:08:34,420
+better fit ال experimental data. ال line اللي هو
+
+102
+00:08:34,420 --> 00:08:37,940
+sigma a على s e لكل تربيع زي sigma m على s y
+
+103
+00:08:37,940 --> 00:08:42,400
+بالساوية واحد. هذه التربيع على فكرة
+
+104
+00:08:55,210 --> 00:08:59,490
+فهذا هتكون sigma A على SE لكل تربيع زي sigma M على
+
+105
+00:08:59,490 --> 00:09:01,890
+SY لكل تربيع بيساوي واحد. و ال factor of safety
+
+106
+00:09:01,890 --> 00:09:06,110
+بيساوي sigma A على SE لكل تربيع زي sigma M على
+
+107
+00:09:06,110 --> 00:09:09,310
+SY لكل تربيع كله أس ناقص نصف. هذا for positive
+
+108
+00:09:09,310 --> 00:09:17,410
+mean stress. هذا
+
+109
+00:09:17,410 --> 00:09:22,270
+ال Smith Watson Topper SWT. Smith Watson Topper
+
+110
+00:09:26,760 --> 00:09:32,080
+طبعًا في ال .. ال .. Soderbergh .. في ال ..
+
+111
+00:09:32,080 --> 00:09:37,680
+Soderbergh .. في ال .. في الآليات اللي بتتكلم .. في ال
+
+112
+00:09:37,680 --> 00:09:44,890
+Goodman .. في ال Gerber .. في ال Morrow هذا كان تعمل
+
+113
+00:09:44,890 --> 00:09:49,190
+fit لل experimental data تعمل fit ل .. للبيانات
+
+114
+00:09:49,190 --> 00:09:54,390
+just a fit بدون ما نخش في تفاصيل بدون ما نخش تفاصيل
+
+115
+00:09:54,390 --> 00:10:00,230
+نظرية. لكن ال Morrow أو ال ال SWT اللي هي Smith
+
+116
+00:10:00,230 --> 00:10:01,230
+Watson Topper
+
+117
+00:10:04,110 --> 00:10:07,310
+اللي بتتكلم it has a theoretical basis rather than
+
+118
+00:10:07,310 --> 00:10:09,810
+simply attempting to fit the data. يعني إلها أساس
+
+119
+00:10:09,810 --> 00:10:14,410
+نظري ليس فقط أن تم ال fit that is printed لكن إلها
+
+120
+00:10:14,410 --> 00:10:18,150
+أساس نظري. it is primarily associated with the
+
+121
+00:10:18,150 --> 00:10:22,110
+strain life method. يعني .. يعني .. يعني إلها أساس
+
+122
+00:10:22,110 --> 00:10:26,630
+مرتبط بطريقة ال strain life method لكن في حالة ال
+
+123
+00:10:26,630 --> 00:10:30,590
+high cycle fatigue يعني بين العشرة بين الألف cycle
+
+124
+00:10:30,590 --> 00:10:32,690
+لمليون cycle
+
+125
+00:10:35,040 --> 00:10:37,820
+بيكون ال plastic strain صغير. الفئة الكرتيرية
+
+126
+00:10:37,820 --> 00:10:43,340
+بتاعتها اللي هي SE بيساوي الجذر التربيعي ل sigma
+
+127
+00:10:43,340 --> 00:10:46,860
+max sigma alternating أو ما هي sigma max إيش بيساوي
+
+128
+00:10:46,860 --> 00:10:50,140
+sigma mean زي sigma alternating. الجذر التربيعي ل
+
+129
+00:10:50,140 --> 00:10:52,500
+sigma mean زي sigma alternating في sigma
+
+130
+00:10:52,500 --> 00:10:57,940
+alternating. وال factor of safety بيساوي SE على
+
+131
+00:10:57,940 --> 00:10:58,820
+الجذر التربيعي
+
+132
+00:11:01,560 --> 00:11:07,940
+سيجما ام زي سيجما اي في سيجما اي
+
+133
+00:11:07,940 --> 00:11:12,040
+دي
+
+134
+00:11:12,040 --> 00:11:15,080
+is a criterion اللي هي المعادلة. إنّ بينا أنّ أنا
+
+135
+00:11:15,080 --> 00:11:21,020
+عندي سيجما ام وسيجما alternating بس this criterion
+
+136
+00:11:21,020 --> 00:11:23,960
+is not a function of ultimate strength مش هي لا
+
+137
+00:11:23,960 --> 00:11:26,660
+تعتبر .. مش function في ال ultimate strength or
+
+138
+00:11:26,660 --> 00:11:33,840
+any other static strength أو SY. so its curve
+
+139
+00:11:33,840 --> 00:11:38,640
+does not intersect the mean stress line يعني عندي
+
+140
+00:11:38,640 --> 00:11:44,840
+هين مش مبين عند ال SUT بس وبتالي المعادلة بتتقطّع 
+
+141
+00:11:44,840 --> 00:11:46,780
+و بتتقطش مع المحور الأفضل
+
+142
+00:11:51,940 --> 00:11:55,320
+it's strange for positive mean stress should be
+
+143
+00:11:55,320 --> 00:11:57,720
+limited by the yield line لأن في yield line دي
+
+144
+00:11:57,720 --> 00:12:02,540
+بيكون واصل هي ال yield line بين أسواي و أسواي يعني
+
+145
+00:12:02,540 --> 00:12:09,780
+بتكون هي valid لحد هنا لحد
+
+146
+00:12:09,780 --> 00:12:15,960
+يعني يعني في المنطقة هذه مش لازم تخطى ال yield
+
+147
+00:12:15,960 --> 00:12:16,220
+line
+
+148
+00:12:19,310 --> 00:12:23,670
+it is usually also accepted for negative mean
+
+149
+00:12:23,670 --> 00:12:27,190
+stress ينفع استخدامها في حالة ال mean stress يكون
+
+150
+00:12:27,190 --> 00:12:27,770
+negative
+
+151
+00:12:33,480 --> 00:12:36,840
+كانت الملاحظة الأخيرة هذه تنطبق عليهم كلهم تقريبا
+
+152
+00:12:36,840 --> 00:12:40,140
+بس commonly used for predicting an equivalent
+
+153
+00:12:40,140 --> 00:12:44,420
+completely reversed stress for a fluctuating state
+
+154
+00:12:44,420 --> 00:12:47,280
+of stress that does not predict infinite life يعني
+
+155
+00:12:47,280 --> 00:12:52,040
+في حال طلع ال factor of shift أقل من واحد احنا
+
+156
+00:12:52,040 --> 00:12:57,720
+بنجيب equivalent reversed stress عادة بنستخدمها هذه
+
+157
+00:12:57,720 --> 00:13:00,360
+النظرية اللي هي S W T
+
+158
+00:13:04,260 --> 00:13:21,820
+طيب .. هنشوف مثال عندي 
+
+159
+00:13:21,820 --> 00:13:27,150
+واحد و نص انش Diameter bar has been machined from
+
+160
+00:13:27,150 --> 00:13:37,110
+an AISI 1050 cold drawn bar فعندي قطع ميكانيكية
+
+161
+00:13:37,110 --> 00:13:41,530
+قطرها واحد
+
+162
+00:13:41,530 --> 00:13:47,730
+و نص انش machined
+
+163
+00:13:53,940 --> 00:13:59,060
+من ال material اللي هي ألف
+
+164
+00:13:59,060 --> 00:14:07,920
+و خمسين كولدرون
+
+165
+00:14:07,920 --> 00:14:12,640
+steel this
+
+166
+00:14:12,640 --> 00:14:16,440
+part is to withstand a fluctuating tensile load
+
+167
+00:14:16,440 --> 00:14:24,390
+varying from zero to sixteen kilo pound هذه القطع
+
+168
+00:14:24,390 --> 00:14:30,310
+لازم تتحمل fluctuating tensile load يعني هاي ال
+
+169
+00:14:30,310 --> 00:14:35,170
+bar و
+
+170
+00:14:35,170 --> 00:14:46,510
+عليها tensile load F في ال F بتتراوح من صفر لستة عشر
+
+171
+00:14:46,510 --> 00:14:48,630
+kilo pound
+
+172
+00:14:56,550 --> 00:15:00,490
+because of the ends and fillet radius يعني هو واضح
+
+173
+00:15:00,490 --> 00:15:07,950
+انه عشان امسكها مكبر قطر وفيه عندي fillet radius
+
+174
+00:15:07,950 --> 00:15:15,510
+fatigue stress concentration factor KF بيساوي
+
+175
+00:15:15,510 --> 00:15:23,410
+واحد point ثمانية خمسة for عشر أو ستة or larger
+
+176
+00:15:23,410 --> 00:15:35,770
+life يعني عندي infinite life infinite life
+
+177
+00:15:35,770 --> 00:15:45,350
+find
+
+178
+00:15:45,350 --> 00:15:47,450
+SA and SM
+
+179
+00:15:59,870 --> 00:16:04,670
+and the factor of safety guarding against fatigue
+
+180
+00:16:04,670 --> 00:16:12,310
+and yielding يعني بده ال N.F. و ال N
+
+181
+00:16:12,310 --> 00:16:20,970
+واي طيب
+
+182
+00:16:32,430 --> 00:16:38,910
+الان ال fatigue failure يعني ابدا أستخدم gear bar
+
+183
+00:16:38,910 --> 00:16:47,090
+لو نحكي using gear
+
+184
+00:16:47,090 --> 00:16:51,850
+bar هيكون
+
+185
+00:16:51,850 --> 00:16:56,370
+عندي sigma a هي
+
+186
+00:16:56,370 --> 00:16:56,890
+gear bar
+
+187
+00:17:02,420 --> 00:17:16,160
+سيجما اي على اس اي حكينا
+
+188
+00:17:16,160 --> 00:17:27,500
+N في سيجما اي على اس اي زائد N في سيجما M على Sut
+
+189
+00:17:27,500 --> 00:17:36,740
+الكل تربيع بيساوي واحد هي انما أعطيني ان مباشرة
+
+190
+00:17:36,740 --> 00:17:45,220
+انك بيساوي نص sut على sigma m او using الازم
+
+191
+00:17:45,220 --> 00:17:54,380
+اللي بتاكد هيكون
+
+192
+00:17:54,380 --> 00:17:54,820
+عندي
+
+193
+00:18:05,300 --> 00:18:23,180
+الان سجما A على SE كل تربيع زائد ان سجما M على SY
+
+194
+00:18:23,180 --> 00:18:30,440
+كل تربيع بيساوي واحد
+
+195
+00:18:37,830 --> 00:18:40,230
+يعني أول شيء احنا خلينا نحكي عن ال material، هنطلع
+
+196
+00:18:40,230 --> 00:18:44,630
+الخصائص .. الخصائص الميكانيكية، واضح بدنا الخصائص
+
+197
+00:18:44,630 --> 00:18:48,130
+الميكانيكية لل part عشان نقدر نحسب ال design
+
+198
+00:18:48,130 --> 00:18:49,010
+factor of safety
+
+199
+00:19:11,110 --> 00:19:24,110
+أظن الف و تونين هذا
+
+200
+00:19:24,110 --> 00:19:28,810
+اتنين و عشرين اه انا عارف ايه عشرين هذا واحد و
+
+201
+00:19:28,810 --> 00:19:36,210
+عشرين ايه عشرين يعني
+
+202
+00:19:36,210 --> 00:19:37,630
+اللي هو الف و خمسين
+
+203
+00:19:40,980 --> 00:19:48,640
+cold drawn معناته عندي هذا ال .. تسعين و تسعة و
+
+204
+00:19:48,640 --> 00:19:56,420
+اربعة و نص .. صح؟ cold drawn .. مية و اربعة و
+
+205
+00:19:56,420 --> 00:20:05,520
+تمانين .. اه لأن احنا وحدات انجلزية عندي ال SUT
+
+206
+00:20:05,520 --> 00:20:08,700
+ب نستخدم
+
+207
+00:20:08,700 --> 00:20:21,380
+ميةكي بي اس اي و ال اس واي بيساوي اربعة تمانين هدول
+
+208
+00:20:21,380 --> 00:20:28,960
+اي عشرين بنحتاج
+
+209
+00:20:28,960 --> 00:20:32,740
+اس اي صح؟ ال اس اي
+
+210
+00:20:36,060 --> 00:20:50,120
+سواء KA KB KC KD KE SE' SE'
+
+211
+00:20:50,420 --> 00:20:55,160
+شو بيساوي نص
+
+212
+00:20:55,160 --> 00:21:02,160
+ال SUT يعني هتكون بيساوي خمسين
+
+213
+00:21:06,030 --> 00:21:10,610
+ال K A Machined ال K A
+
+214
+00:21:39,150 --> 00:21:46,910
+بيسوي  A S U T ال
+
+215
+00:21:46,910 --> 00:21:59,290
+A في حالة ال machine بيساوي اتنين وال B point
+
+216
+00:21:59,290 --> 00:22:05,120
+اتنين وسبعتاشر معنى طيب ان هذه هتساوي اللي هي اتنين
+
+217
+00:22:05,120 --> 00:22:13,580
+في مية سالب point اثنين واحد سبعة هذا
+
+218
+00:22:13,580 --> 00:22:23,060
+ال K ايه point سبعة ال
+
+219
+00:22:23,060 --> 00:22:23,640
+KB
+
+220
+00:22:32,210 --> 00:22:37,910
+طبعا هذا في حالة ال torsion او bending في
+
+221
+00:22:37,910 --> 00:22:43,730
+حالة ال axial loading KBA شو بيساوي؟ KBA بيساوي
+
+222
+00:22:43,730 --> 00:22:48,210
+واحد عندي axial loading
+
+223
+00:23:02,720 --> 00:23:11,620
+الـ KC إيش بيساوي؟ لأن
+
+224
+00:23:11,620 --> 00:23:19,580
+K دي و K ايه ماحتي بيعطينا واحد ال K دي بيساوي K E
+
+225
+00:23:19,580 --> 00:23:26,560
+بيسوي واحد معناته ال SE هتكون بيساوي K A اللي هو
+
+226
+00:23:26,560 --> 00:23:36,050
+point سبعة تلاتة ستةفي واحد في بون ثمانية خمسة في
+
+227
+00:23:36,050 --> 00:23:46,430
+واحد في واحد في خمسين هذه
+
+228
+00:23:46,430 --> 00:23:50,930
+الأسئلة واحد تلاتين
+
+229
+00:24:10,450 --> 00:24:21,250
+kpsi الآن عندي ال .. بشكل عام ال stress سيجما عندي
+
+230
+00:24:21,250 --> 00:24:26,410
+اكسل اللي هتكون F على area صح هذا ال nominal F على
+
+231
+00:24:26,410 --> 00:24:32,240
+areaفي ال KF اذا بدي اخد فرصة stress consideration
+
+232
+00:24:32,240 --> 00:24:43,020
+يعني هيكون اربعة
+
+233
+00:24:43,020 --> 00:24:58,280
+KF في ال F على Pi D square
+
+234
+00:25:02,930 --> 00:25:13,470
+صح؟ الان ال F minimum ايش بيساوي؟ صفر وال F
+
+235
+00:25:13,470 --> 00:25:18,030
+maximum بيساوي
+
+236
+00:25:18,030 --> 00:25:23,890
+ستة عشر معناته
+
+237
+00:25:23,890 --> 00:25:36,340
+ال F mean ايش بيساوي؟صفر زائد ستة عشر على اتنين بيساوي
+
+238
+00:25:36,340 --> 00:25:41,000
+ثمانية وال
+
+239
+00:25:41,000 --> 00:25:45,440
+F alternating برضه
+
+240
+00:25:45,440 --> 00:25:49,800
+ستة عشر ناقص صفر على اتنين
+
+241
+00:26:04,140 --> 00:26:08,900
+معناته هتكون في الحالة هذه ال F min بيساوي ال
+
+242
+00:26:08,900 --> 00:26:10,700
+alternating معناته ال sigma alternating بيساوي ال
+
+243
+00:26:10,700 --> 00:26:13,740
+sigma min صح؟ هيطلع عندي ال sigma alternating
+
+244
+00:26:13,740 --> 00:26:20,620
+بيساوي ال sigma min بتساوي
+
+245
+00:26:20,620 --> 00:26:33,500
+اربعة KF F alternating او F min على Pi D Square
+
+246
+00:26:35,720 --> 00:26:47,000
+هتكون اربعة في واحد bond ثمانية خمسة في ثمانية على
+
+247
+00:26:47,000 --> 00:26:59,680
+باي في واحد و نص تربيع ثمانية
+
+248
+00:26:59,680 --> 00:27:03,980
+bond تلاتة ثمانية KPSI
+
+249
+00:27:18,850 --> 00:27:25,550
+انا لو بدي اجعل ال criteria هي
+
+250
+00:27:25,550 --> 00:27:32,410
+اندي ال sigma min؟ هي ال sigma alternating صح؟
+
+251
+00:27:32,410 --> 00:27:37,830
+اندي
+
+252
+00:27:37,830 --> 00:27:43,430
+هي عشرة هي
+
+253
+00:27:43,430 --> 00:27:43,870
+ماية
+
+254
+00:27:49,850 --> 00:27:55,630
+هذه خمسين هذه
+
+255
+00:27:55,630 --> 00:28:11,150
+عشرة عشرين تلاتين اربعين هذه ستين سبعين تمانين
+
+256
+00:28:11,150 --> 00:28:13,630
+تسعين
+
+257
+00:28:20,810 --> 00:28:27,870
+اتابرها دي مية هاي
+
+258
+00:28:27,870 --> 00:28:32,290
+خمسين عشرة
+
+259
+00:28:32,290 --> 00:28:42,010
+عشرين تلاتين اربعين عشرة عشرين تلاتين هاي عشرة
+
+260
+00:28:42,010 --> 00:28:46,870
+عشرين تلاتين اربعين ستين
+
+261
+00:28:54,140 --> 00:28:58,220
+ال SUT اللي
+
+262
+00:28:58,220 --> 00:29:07,860
+هي مية صح هاي ال SUT و
+
+263
+00:29:07,860 --> 00:29:15,340
+ال SY هاد
+
+264
+00:29:15,340 --> 00:29:22,920
+ال SY و ال SE اللي هي واحد تلاتين هاي تلاتين جاي
+
+265
+00:29:22,920 --> 00:29:23,160
+هنا
+
+266
+00:29:33,630 --> 00:29:40,150
+هي ال SE الجيربا
+
+267
+00:29:40,150 --> 00:29:45,430
+جاين non linear بين ال SE و ال SET
+
+268
+00:30:01,150 --> 00:30:08,970
+هذه جيربار وهذه ال fatigue failure ال
+
+269
+00:30:08,970 --> 00:30:17,310
+yield ال yield عندي هاي تمانين هذا اربعة تمانين
+
+270
+00:30:17,310 --> 00:30:20,350
+صح؟
+
+271
+00:30:20,350 --> 00:30:25,530
+as
+
+272
+00:30:25,530 --> 00:30:25,810
+wire
+
+273
+00:30:34,230 --> 00:30:43,810
+هذا ال yield line وهذا
+
+274
+00:30:43,810 --> 00:30:53,230
+ال fatigue طيب
+
+275
+00:30:53,230 --> 00:31:00,090
+بدي
+
+276
+00:31:00,090 --> 00:31:04,450
+اعرف احنا حسبنا ال sigma a و sigma min ال سيجمه و
+
+277
+00:31:04,450 --> 00:31:12,070
+سيجمه min؟ ثمانية هاي ثمانية و ثمانية صح؟
+
+278
+00:31:34,930 --> 00:31:41,030
+هذه الـ sigma mean التي هي ثمانية point تلاتة
+
+279
+00:31:41,030 --> 00:31:47,550
+ثمانية هذه ال sigma alternating التي هي ثمانية
+
+280
+00:31:47,550 --> 00:31:56,050
+point تلاتة ثمانية هذا يعني load line
+
+281
+00:32:25,960 --> 00:32:36,020
+لنرجع على ال gear bar يعني هذه هتكون
+
+282
+00:32:36,020 --> 00:32:51,340
+هذه 
+
+283
+00:32:51,340 --> 00:33:00,620
+الحكاية اسمها SM بتاعة الفتيكوها دي S A بتاعة
+
+284
+00:33:00,620 --> 00:33:07,940
+الفتيك يعني هذه ال main fatigue strength for this 
+
+285
+00:33:07,940 --> 00:33:11,940
+loading line هذه ال alternating fatigue strength
+
+286
+00:33:11,940 --> 00:33:22,300
+for this load line من
+
+287
+00:33:22,300 --> 00:33:22,820
+المعادلة
+
+288
+00:33:50,620 --> 00:34:02,280
+ممكن نحصل فتيك factor of safety NF هو
+
+289
+00:34:02,280 --> 00:34:06,160
+شيء اللي سواه معادلة
+
+290
+00:34:06,160 --> 00:34:14,360
+الخط هذا معروفة عشان نشوف كيف سواه معادلة الخط هذا
+
+291
+00:34:14,360 --> 00:34:15,160
+ال filler line
+
+292
+00:34:18,140 --> 00:34:23,740
+اللي هو هذه المعادلة ال N Sigma A اللي هي إيش S A
+
+293
+00:34:23,740 --> 00:34:32,700
+على S E زائد 
+
+294
+00:34:32,700 --> 00:34:40,920
+S M على S U T الكل
+
+295
+00:34:40,920 --> 00:34:47,400
+تربيع مستوى هذا ال S A و ال S M
+
+296
+00:34:50,250 --> 00:34:56,530
+هذه معادلة ال filler line ال load line هذا ال load
+
+297
+00:34:56,530 --> 00:35:06,110
+line ال load line هذا جاي بين نقاط صفر و صفر و جاي
+
+298
+00:35:06,110 --> 00:35:16,910
+بين sigma M و sigma alternating و جاي بين SM و S
+
+299
+00:35:16,910 --> 00:35:21,520
+alternating ثلاث نقاط يعني المعادلة اللي هو ال line
+
+300
+00:35:21,520 --> 00:35:30,360
+هتكون sigma a minus zero على sigma m minus zero
+
+301
+00:35:30,360 --> 00:35:35,120
+بالساوية
+
+302
+00:35:35,120 --> 00:35:44,760
+S a على S m خلنا نحكي انها ساوية R، R هي ال slope
+
+303
+00:35:44,760 --> 00:35:45,460
+بتاعة الخط
+
+304
+00:35:51,540 --> 00:35:59,560
+في الحالة هذه احنا عندنا R بساوية Sigma A على Sigma
+
+305
+00:35:59,560 --> 00:36:19,180
+M بساوية واحدة صح عند
+
+306
+00:36:19,180 --> 00:36:31,560
+النقطة هذه عند نقطة هذه بتكون نقطة هذه يتم تحقيقها
+
+307
+00:36:31,560 --> 00:36:38,120
+من معادلة الخط هذا و معادلة ال curve هذا صح؟ منته لو
+
+308
+00:36:38,120 --> 00:36:45,860
+عوضت عن هذه معادلة واحد هذه معادلة اثنين من اثنين
+
+309
+00:36:51,060 --> 00:36:57,020
+لو حكيت ان S A بساوية
+
+310
+00:36:57,020 --> 00:37:02,800
+R S M
+
+311
+00:37:02,800 --> 00:37:12,820
+R S M و عوضتها هنا بس راندي هنا عوضت في واحد R S M
+
+312
+00:37:12,820 --> 00:37:16,040
+على
+
+313
+00:37:16,040 --> 00:37:16,780
+S E
+
+314
+00:37:22,170 --> 00:37:29,470
+بتساوي زائد RSM
+
+315
+00:37:29,470 --> 00:37:35,770
+على SUT الكل
+
+316
+00:37:35,770 --> 00:37:43,350
+تربيع تساوي واحد نعم
+
+317
+00:37:43,350 --> 00:37:45,590
+الـ .. الـ ..
+
+318
+00:37:49,640 --> 00:37:57,240
+ها دي S A بيوضع ان S A اللي هي R في S M اه
+
+319
+00:37:57,240 --> 00:38:08,640
+اه صحيح ما فيش R زي ما هي S M الصحيح ال
+
+320
+00:38:08,640 --> 00:38:14,920
+S M اللي هو نحكي ال factor safety N بس هو ال S M
+
+321
+00:38:17,380 --> 00:38:24,540
+على sigma M صح؟ يعني
+
+322
+00:38:24,540 --> 00:38:31,520
+SM بتساوي N Sigma M يعني هنا حسينا اندي R في
+
+323
+00:38:31,520 --> 00:38:42,400
+N F Sigma M على SE زائد
+
+324
+00:38:42,400 --> 00:38:45,240
+N F
+
+325
+00:38:48,070 --> 00:39:00,870
+Sigma M على S U T كل تربيع تساوي واحد ال
+
+326
+00:39:00,870 --> 00:39:13,390
+R ايه بتساوي؟ واحد ال R بتساوي واحد مش واحد ال R
+
+327
+00:39:13,390 --> 00:39:18,200
+بتساوي اللي هي هذه .. هذه حالة خاصة الحالة
+
+328
+00:39:18,200 --> 00:39:25,000
+تاعتنا واحد ال R بعوض عنها Sigma A على Sigma M
+
+329
+00:39:25,000 --> 00:39:31,440
+بمعنى أنت بيصير مجهول عندك ويحسب ال NF ال NF هذي
+
+330
+00:39:31,440 --> 00:39:36,660
+معادلة إيش؟ عندي في term تربيع جاء على صيغة اللي
+
+331
+00:39:36,660 --> 00:39:47,710
+هي AX تربيع زائد BX زائد C بالساعة وصفرومنها حسب
+
+332
+00:39:47,710 --> 00:39:52,370
+إيش ال enough لإن هو هذي التربيع و هذا مش تربيع و
+
+333
+00:39:52,370 --> 00:39:56,510
+هذا ال constant term و منها بيحسب ال X اللي هي
+
+334
+00:39:56,510 --> 00:39:58,950
+بتعطينا المعادلة هذه يعني شفتوا الفكرة بتاعتها ال
+
+335
+00:39:58,950 --> 00:40:05,590
+enough اللي هي بس واحد على اثنين S U T يعني هتكون
+
+336
+00:40:05,590 --> 00:40:07,890
+ان دي ال enough الحالة هذه
+
+337
+00:40:15,010 --> 00:40:27,230
+N اف بحالة جيربار بالساعة نصف في
+
+338
+00:40:27,230 --> 00:40:32,770
+S يو تي على
+
+339
+00:40:32,770 --> 00:40:47,690
+سيجما ام الكل تربيع في سيجما اي على س اي في minus
+
+340
+00:40:47,690 --> 00:40:54,830
+واحد زائد جذر التربيع لواحد
+
+341
+00:40:54,830 --> 00:40:58,450
+زائد
+
+342
+00:40:58,450 --> 00:41:05,170
+اثنين sigma M SE على
+
+343
+00:41:14,310 --> 00:41:22,430
+العوض يعني هيكون عنده نصف في
+
+344
+00:41:22,430 --> 00:41:25,650
+ال
+
+345
+00:41:25,650 --> 00:41:31,670
+SUT اللي هي مية على
+
+346
+00:41:31,670 --> 00:41:37,550
+ثمانية point ثلاثة ثمانية الكل
+
+347
+00:41:37,550 --> 00:41:48,600
+تربيع في ثمانية point ثلاثة ثمانية على ال S A على
+
+348
+00:41:48,600 --> 00:41:57,900
+واحد تلاتين point اثنين ثمانية في ناقص واحد زائد
+
+349
+00:41:57,900 --> 00:42:05,560
+جذر التربيعي لواحد زائد اثنين في ثمانية point
+
+350
+00:42:05,560 --> 00:42:13,820
+ثلاثة ثمانية هذه لـ Sigma M في واحد تلاتين point
+
+351
+00:42:13,820 --> 00:42:21,960
+ثمانية وعشرين على مية في ثمانية point ثلاثة ثمانية
+
+352
+00:42:21,960 --> 00:42:33,260
+هو الكل ترجع هنا بنحسب الان اف طبعا
+
+353
+00:42:37,460 --> 00:42:41,180
+إذا طلع الاناف أكبر أو يساوي واحد شغلنا 100% صحيح
+
+354
+00:42:41,180 --> 00:42:45,580
+إذا مش .. طلعت أقل من واحد بدأنا نعمل شغل تاعنا
+
+355
+00:42:45,580 --> 00:42:54,520
+نجيله بعد شوية ثلاثة point أربع
+
+356
+00:42:54,520 --> 00:43:00,840
+ال factor of safety طيب
+
+357
+00:43:00,840 --> 00:43:03,620
+اللي ييه ال factor of safety
+
+358
+00:43:06,620 --> 00:43:13,260
+بدي احسب أنا SM هذه هذي
+
+359
+00:43:13,260 --> 00:43:19,280
+SM بتاعة ال yield هذي
+
+360
+00:43:19,280 --> 00:43:28,260
+SA بتاعة ال yield إذا أخذت المثلث هذا هذا المثلث
+
+361
+00:43:28,260 --> 00:43:31,680
+مع
+
+362
+00:43:31,680 --> 00:43:32,780
+المثلث الكبير
+
+363
+00:43:45,740 --> 00:43:51,740
+النقطة هذه تقاطع معادلة الخط هذا الخط هذا جاي بين S
+
+364
+00:43:51,740 --> 00:43:58,760
+Y و S Y صح الخط هذا جاي بين S يعني معادلة ال lead
+
+365
+00:43:58,760 --> 00:44:13,120
+line هتكون اللي هي S A على S E زائد S M على S Y
+
+366
+00:44:16,390 --> 00:44:22,790
+زائد SM على SY بالسواء
+
+367
+00:44:22,790 --> 00:44:36,450
+واحد هذا الخط و هذا الخط معادلته اللي عندي أنا اللي
+
+368
+00:44:36,450 --> 00:44:53,190
+هو Sigma A على Sigma M بالسواء SA على إيش SM يعني
+
+369
+00:44:53,190 --> 00:44:57,850
+SA هتكون
+
+370
+00:44:57,850 --> 00:45:10,110
+تساوي SM في Sigma A على Sigma M نعوض
+
+371
+00:45:10,110 --> 00:45:10,830
+هنا عن SA
+
+372
+00:45:14,270 --> 00:45:22,190
+S A اللي هي S M في
+
+373
+00:45:22,190 --> 00:45:32,250
+Sigma A على Sigma M S
+
+374
+00:45:32,250 --> 00:45:36,930
+Y على Sigma
+
+375
+00:45:36,930 --> 00:45:40,710
+M S Y
+
+376
+00:45:44,030 --> 00:45:51,650
+زائد SM على SY بالساعة واحد يعني إذا ضربت طرفين
+
+377
+00:45:51,650 --> 00:45:57,690
+بـ SY بتروح الـ SY بيسير
+
+378
+00:45:57,690 --> 00:46:07,970
+على الجهة الثانية SY يعني
+
+379
+00:46:07,970 --> 00:46:16,960
+خذ عامل مشترك اللي هو sm هيكون
+
+380
+00:46:16,960 --> 00:46:20,560
+عندي
+
+381
+00:46:20,560 --> 00:46:32,500
+sigma a على sigma m زائد واحد صح بتساوي
+
+382
+00:46:32,500 --> 00:46:36,260
+sy يعني
+
+383
+00:46:36,260 --> 00:46:40,940
+n او sm بتاعة ال yield
+
+384
+00:46:52,490 --> 00:47:00,690
+بتساوي بتساوي Sigma Y Sigma M SY
+
+385
+00:47:00,690 --> 00:47:12,990
+على Sigma A زائد Sigma M هذه ال sm منعته
+
+386
+00:47:16,830 --> 00:47:21,690
+هتساوي نَه مش
+
+387
+00:47:21,690 --> 00:47:25,030
+فاهم
+
+388
+00:47:25,030 --> 00:47:31,610
+ماشي أنا بحل بشكل عام حتكون
+
+389
+00:47:31,610 --> 00:47:40,810
+هتساوي SY على 2 في حالتنا صح؟ بيساوي SY على
+
+390
+00:47:40,810 --> 00:47:46,460
+2 لإن هو ده جاي مائل بزاوية 45 هيكون في النص الخط S
+
+391
+00:47:46,460 --> 00:47:53,420
+Y على اثنين يعني هيكون أربعة ثمانين على اثنين اثنين
+
+392
+00:47:53,420 --> 00:48:03,120
+وأربعين كيلو pound per square inch معناه ال N Y ال
+
+393
+00:48:03,120 --> 00:48:11,680
+N Y هتكون تساوي ال SM بتاعة ال yield على ال
+
+394
+00:48:11,680 --> 00:48:12,260
+sigma M
+
+395
+00:48:15,170 --> 00:48:23,910
+اللي هي اثنين وأربعين على ثمانية point ثلاثة
+
+396
+00:48:23,910 --> 00:48:28,870
+ثمانية بيطلع
+
+397
+00:48:28,870 --> 00:48:39,850
+خمسة أو شيء مظبوط خمسة point صفر واحد مبين
+
+398
+00:48:39,850 --> 00:48:44,780
+يعني من .. من بين أن ال factor of safety بتاع ال
+
+399
+00:48:44,780 --> 00:48:50,760
+fatigue أقل وأنا ما أتوقع يصير .. يعني في الحالة دي
+
+400
+00:48:50,760 --> 00:48:55,300
+أقل من ارثم بيبين معايا إذا في ده أفحص لليد ولا
+
+401
+00:48:55,300 --> 00:49:00,060
+مش ده أفحص لليد في حالتنا ك designer بلزمنيش أفحص
+
+402
+00:49:00,060 --> 00:49:04,520
+لليد لأن ال factor of safety أعلى في ال yield أعلى
+
+403
+00:49:04,520 --> 00:49:08,420
+من في حالة الفتيك طبعا نفس الطريقة بنحل في حالة
+
+404
+00:49:09,210 --> 00:49:15,430
+القزمة بس المعادلة تختلف example ستة واحد هتقراوه
+
+405
+00:49:15,430 --> 00:49:22,070
+في الكتاب اللي بختلف ماشي
+
+406
+00:49:22,070 --> 00:49:25,510
+يعني .. يعني تقراوه لحالكم عشان أدخل موضوع جديد
+
+407
+00:49:25,510 --> 00:49:27,070
+المحاضرة عشان أعطيكم العافية
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..680e5767d37ffac4ffd19349cbf3bd1ce6f1dbd3
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/FnaGZlKkLI8_raw.srt
@@ -0,0 +1,1628 @@
+1
+00:00:04,980 --> 00:00:07,380
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,380 --> 00:00:12,080
+وبركاته هنكمل في مادة تصميم الألات المحاضرات
+
+3
+00:00:12,080 --> 00:00:17,320
+الفاتة كنا نحكي عن ال design for dynamic loading
+
+4
+00:00:17,320 --> 00:00:23,540
+حكينا عن ال fluctuating stress diagramاليوم هنكمل
+
+5
+00:00:23,540 --> 00:00:27,720
+هنحكي عن ال fatigue failure criteria زي ما انتوا
+
+6
+00:00:27,720 --> 00:00:32,460
+شايفين الشكل هذا بوريجينا اكتر من fatigue ال
+
+7
+00:00:32,460 --> 00:00:40,500
+criteria في عند ال SY او في صدربرج، عند ال Godman،
+
+8
+00:00:40,500 --> 00:00:46,900
+عند ال Morrow، عند ال SWT، عند ال Gerber، عند
+
+9
+00:00:46,900 --> 00:00:51,690
+الأزمة اللي بتكلمش عليهم واحدة واحدةهذه كلها او
+
+10
+00:00:51,690 --> 00:00:57,230
+نحكي فتيك design criteria كل واحدة له مياز وكل
+
+11
+00:00:57,230 --> 00:01:02,070
+واحدة لها عيوبأول واحدة اللى هى ال Godman احنا
+
+12
+00:01:02,070 --> 00:01:05,870
+حاكينا عن ال Godman بس هنعيد يعنيين اول شىء linear
+
+13
+00:01:05,870 --> 00:01:13,270
+العلاقة جاية بين ال SUT و ال SE كل كرفاته طبعا ل
+
+14
+00:01:13,270 --> 00:01:18,550
+infinite life ل infinite life ال Godman simple
+
+15
+00:01:18,550 --> 00:01:22,150
+conservative يعني بتعمل prediction لل fatigue
+
+16
+00:01:22,150 --> 00:01:27,670
+failure قبل ما حقيقة أن يصير failure و كويسة لل
+
+17
+00:01:27,670 --> 00:01:32,360
+design purposes لأنها simple و بسيطةزي ما احكيه
+
+18
+00:01:32,360 --> 00:01:35,080
+not typical of the data، يعني ال experimental data
+
+19
+00:01:35,080 --> 00:01:41,500
+مش متطابقه مع ال .. ال mathematical model بتاع
+
+20
+00:01:41,500 --> 00:01:42,100
+Godman
+
+21
+00:01:45,720 --> 00:01:48,860
+applicable for positive mean stress إذا بدنا نروح
+
+22
+00:01:48,860 --> 00:01:52,540
+على ال negative mean stress بيصير عنده ال design
+
+23
+00:01:52,540 --> 00:01:58,040
+criteria linear عند ال SE أو خط أفقي عند ال SE ال
+
+24
+00:01:58,040 --> 00:02:02,100
+failure line اللي هو sigma A على SE زي sigma M على
+
+25
+00:02:02,100 --> 00:02:05,300
+ST بيستوى واحد if we include factor of safety
+
+26
+00:02:05,300 --> 00:02:09,970
+بيصيرSigma A على SE زي Sigma M على SUT بيستوى واحد
+
+27
+00:02:09,970 --> 00:02:15,330
+على N ومنها بنحسب N بيستوى Sigma A على SE زي Sigma
+
+28
+00:02:15,330 --> 00:02:18,110
+M على SUT أوصى ناقص وانت تلاحظوا هنا في ال
+
+29
+00:02:18,110 --> 00:02:24,810
+criteria عندي ال alternating مع endurance المين
+
+30
+00:02:24,810 --> 00:02:32,370
+معه tensile المورو
+
+31
+00:02:32,370 --> 00:02:34,230
+اللي هي هذه المورو
+
+32
+00:02:40,990 --> 00:02:48,830
+ال morally linear زيها زي ال good man بس اللي
+
+33
+00:02:48,830 --> 00:02:54,150
+باختلاف بدل ما تم استبدال ال SUT ب sigma F bar او
+
+34
+00:02:54,150 --> 00:03:01,470
+sigma F prime sigma F bar اللي هي ال true fracture
+
+35
+00:03:01,470 --> 00:03:05,590
+strength sigma F prime اللي هي ال fatigue strength
+
+36
+00:03:05,590 --> 00:03:06,190
+coefficient
+
+37
+00:03:10,770 --> 00:03:15,330
+ال moral line هو ال moral provides a reasonable
+
+38
+00:03:15,330 --> 00:03:18,170
+fit to the fatigue data on both positive and
+
+39
+00:03:18,170 --> 00:03:23,270
+negative mean stress site يعني اي نحظة ال .. ال
+
+40
+00:03:23,270 --> 00:03:28,330
+experimental data جاي كان زي هيك فاحنا روحنا
+
+41
+00:03:28,330 --> 00:03:34,150
+باتجاه to fit ال experimental data اكتر من اياش ال
+
+42
+00:03:34,150 --> 00:03:34,550
+good one
+
+43
+00:03:43,240 --> 00:03:47,940
+it tends to be slightly toward the conservative
+
+44
+00:03:47,940 --> 00:03:51,900
+side for positive mean stress يعني بتكون تعطينا
+
+45
+00:03:51,900 --> 00:03:55,240
+conservative results في حال كان ال mean stress
+
+46
+00:03:55,240 --> 00:04:00,720
+موجب and slightly to the non conservative side for
+
+47
+00:04:00,720 --> 00:04:04,140
+negative mean stress إذا كان ال stress negative
+
+48
+00:04:04,140 --> 00:04:08,900
+بتكون مش conservativeطبعا هي زي ما حكينا linear و
+
+49
+00:04:08,900 --> 00:04:13,980
+simple زي ال godman لكن بتعطينا بيتار fit لل
+
+50
+00:04:13,980 --> 00:04:19,060
+experimental data يعني من عيوبها انها limited يعني
+
+51
+00:04:19,060 --> 00:04:23,100
+مش دايما تكون متاحة عند ال sigma f bar او sigma f
+
+52
+00:04:23,100 --> 00:04:23,460
+prime
+
+53
+00:04:28,870 --> 00:04:32,970
+عشان هيك فينا ال sigma f prime معادلة مرة تلانا
+
+54
+00:04:32,970 --> 00:04:38,310
+سابقا في حالة ال English units sigma f prime
+
+55
+00:04:38,310 --> 00:04:42,270
+بيستوي ال C2 زائد خمسين او في حالة ال metric unit
+
+56
+00:04:42,270 --> 00:04:45,510
+sigma f bar او sigma f prime بيستوي ال C2 زائد
+
+57
+00:04:45,510 --> 00:04:50,700
+تلاتمية و خمس و اربعين الفتيك في ال criteriaاللحظة
+
+58
+00:04:50,700 --> 00:04:56,040
+هنا عندي هنا sigma a على se و هنا sigma m على
+
+59
+00:04:56,040 --> 00:05:00,080
+sigma f prime يعني انا استبدلت ايش ال SUT ب sigma
+
+60
+00:05:00,080 --> 00:05:05,980
+f prime او sigma f bar او sigma f prime ال factor
+
+61
+00:05:05,980 --> 00:05:09,280
+of safety هيكون sigma a على se زي sigma m على
+
+62
+00:05:09,280 --> 00:05:15,100
+sigma f prime bar او او الانف بيستوى sigma a على
+
+63
+00:05:15,100 --> 00:05:17,660
+se زي sigma m على sigma f prime او
+
+64
+00:05:22,650 --> 00:05:27,190
+ال gear bar جاية
+
+65
+00:05:27,190 --> 00:05:33,890
+بين ال sut و ال se لكن مش linear يعني هي زي ال
+
+66
+00:05:33,890 --> 00:05:38,150
+goodman بس ال goodman جاية linear هذه non linear
+
+67
+00:05:38,150 --> 00:05:43,610
+معناته it fits جاية باتجاه ال experimental data it
+
+68
+00:05:43,610 --> 00:05:46,470
+fits ال experimental data أحسن من goodman
+
+69
+00:05:49,990 --> 00:05:53,930
+slightly non-conservative especially for stress
+
+70
+00:05:53,930 --> 00:05:59,630
+conditions near the ordinate يعني بتكون أعلى شوية
+
+71
+00:05:59,630 --> 00:06:03,250
+من ال experimental data و بالذات في المنطقة هذه
+
+72
+00:06:03,250 --> 00:06:07,070
+applies
+
+73
+00:06:07,070 --> 00:06:12,250
+to positive mean stress to conservative if applied
+
+74
+00:06:12,250 --> 00:06:15,910
+to negative means ممكن انا اعمل extrapolation لل
+
+75
+00:06:15,910 --> 00:06:17,030
+curve اتجاه
+
+76
+00:06:20,010 --> 00:06:24,550
+الـ negative برضه بتعطينا إيش إذا بتحاولوا تعملوا
+
+77
+00:06:24,550 --> 00:06:31,630
+plot لها هتكون لاحظوا ال curve جاي مش شكل هذا
+
+78
+00:06:31,630 --> 00:06:39,540
+تقريبا حسين زي هيكهكون تحت ال experimentally تحت
+
+79
+00:06:39,540 --> 00:06:43,420
+ال experimental data الفيرق criteria المعادلة اللي
+
+80
+00:06:43,420 --> 00:06:48,240
+هي sigma a على se زي sigma m على sut لكل تربيع
+
+81
+00:06:48,240 --> 00:06:51,800
+بيساوي واحد و ال factor of safety بيساوي واحد على
+
+82
+00:06:51,800 --> 00:06:55,860
+اتنين في sut على sigma m لكل تربيع في sigma a على
+
+83
+00:06:55,860 --> 00:07:00,400
+se في minus واحد زي جزر تربيع لواحد زي اتنين sigma
+
+84
+00:07:00,400 --> 00:07:04,820
+m se على sut sigma a لكل تربيع هذا في حالة كان ال
+
+85
+00:07:04,820 --> 00:07:05,780
+stress positive
+
+86
+00:07:12,050 --> 00:07:20,110
+ال Soderbergh جاي بين ال S Y و ال S E جاي بين ال S
+
+87
+00:07:20,110 --> 00:07:24,450
+Y و ال S E ultra conservative يعني conservative
+
+88
+00:07:24,450 --> 00:07:28,790
+بالزيادة يعني عندنا ال .. ال .. ال .. ال good man
+
+89
+00:07:28,790 --> 00:07:32,650
+conservative و هد جاي لورا هتكون conservative أكتر
+
+90
+00:07:33,920 --> 00:07:39,000
+مزيتها انها بتعمل check for both ال fatigue
+
+91
+00:07:39,000 --> 00:07:43,460
+failure و ال yield لان جاي بتعمل check for both
+
+92
+00:07:43,460 --> 00:07:46,400
+اللي هو fatigue failure و ال yield
+
+93
+00:07:49,320 --> 00:07:53,820
+العلاقة linear ال filler line اللي هو اللي هو جاي
+
+94
+00:07:53,820 --> 00:07:57,800
+بين ال S Y و ال S E بيسوا S A على S E زاد Sigma M
+
+95
+00:07:57,800 --> 00:08:01,780
+على S Y بيسوا واحد factor of safety بيكون Sigma A
+
+96
+00:08:01,780 --> 00:08:05,160
+على S E زاد Sigma M على S Y او ناقص واحد for
+
+97
+00:08:05,160 --> 00:08:10,000
+positive mean stress ال
+
+98
+00:08:10,000 --> 00:08:14,560
+asthma elliptic جاي
+
+99
+00:08:14,560 --> 00:08:23,560
+بين ال S Y و ال S E لكن هيشnon-linear فهي checks
+
+100
+00:08:23,560 --> 00:08:28,220
+for both yield failure و fatigue failure it's
+
+101
+00:08:28,220 --> 00:08:34,420
+better fit ال experimental data ال line اللي هو
+
+102
+00:08:34,420 --> 00:08:37,940
+sigma a على s e لكل تربيع زي sigma m على s y
+
+103
+00:08:37,940 --> 00:08:42,400
+بالساوية واحد هذه التربيع على فكرة
+
+104
+00:08:55,210 --> 00:08:59,490
+فهذا هتكون sigma A على SE لكل تربيع زي sigma M على
+
+105
+00:08:59,490 --> 00:09:01,890
+أسوأ لكل تربيع بيساوي واحد و ال factor of safety
+
+106
+00:09:01,890 --> 00:09:06,110
+بيساوي sigma A على SE لكل تربيع زي sigma M على
+
+107
+00:09:06,110 --> 00:09:09,310
+أسوأ لكل تربيع كله أس ناقص نص هذا for positive
+
+108
+00:09:09,310 --> 00:09:17,410
+pain stress هذا
+
+109
+00:09:17,410 --> 00:09:22,270
+ال Smith Watson Tuber SWT Smith Watson Tuber
+
+110
+00:09:26,760 --> 00:09:32,080
+طبعا في ال .. ال .. Soderbergh .. في ال ..
+
+111
+00:09:32,080 --> 00:09:37,680
+Soderbergh .. في ال .. في الأزمة الليبتك .. في ال
+
+112
+00:09:37,680 --> 00:09:44,890
+Godman .. في ال Gerber .. في ال Moroهذا كان تعمل
+
+113
+00:09:44,890 --> 00:09:49,190
+fit لل experimental data تعمل fit ل .. للبيانات
+
+114
+00:09:49,190 --> 00:09:54,390
+just a fit بدون ماخوض فيه تفاصيل بدون ماخوض تفاصيل
+
+115
+00:09:54,390 --> 00:10:00,230
+نظرية لكن ال morrow او ال ال SWT اللي هى Smith
+
+116
+00:10:00,230 --> 00:10:01,230
+Watson Tupper
+
+117
+00:10:04,110 --> 00:10:07,310
+الليبتيك it has a theoretical basis rather than
+
+118
+00:10:07,310 --> 00:10:09,810
+simply attempting to fit the data يعني إلها أساس
+
+119
+00:10:09,810 --> 00:10:14,410
+نظري ليس فقط أن تم ال fit that is printed لكن إلها
+
+120
+00:10:14,410 --> 00:10:18,150
+أساس نظري it is primarily associated with the
+
+121
+00:10:18,150 --> 00:10:22,110
+strain life method يعني ..يعني ..يعني إلها أساس
+
+122
+00:10:22,110 --> 00:10:26,630
+مرتبط بطريقة ال strain life method لكن في حالة ال
+
+123
+00:10:26,630 --> 00:10:30,590
+high cycle fatigue يعني بين العشرة بين الألف cycle
+
+124
+00:10:30,590 --> 00:10:32,690
+لمليون cycle
+
+125
+00:10:35,040 --> 00:10:37,820
+بيكون ال plastic strain صغير الفئة الكرتيرية
+
+126
+00:10:37,820 --> 00:10:43,340
+بتاعتها اللي هي SE بيساوي الجزر التربيعي ل sigma
+
+127
+00:10:43,340 --> 00:10:46,860
+max sigma alternating او ما هي sigma max اش بيساوي
+
+128
+00:10:46,860 --> 00:10:50,140
+sigma mean زي sigma alternating الجزر التربيعي ل
+
+129
+00:10:50,140 --> 00:10:52,500
+sigma mean زي sigma alternating في sigma
+
+130
+00:10:52,500 --> 00:10:57,940
+alternating وال factor of safety بيساوي SE على
+
+131
+00:10:57,940 --> 00:10:58,820
+الجزر التربيعي
+
+132
+00:11:01,560 --> 00:11:07,940
+سيجما ام زي سيجما اي في سيجما اي
+
+133
+00:11:07,940 --> 00:11:12,040
+دي
+
+134
+00:11:12,040 --> 00:11:15,080
+is a criterion اللي هي المعادلة ان بينا ان انا
+
+135
+00:11:15,080 --> 00:11:21,020
+عندي سيجما ام وسيجما alternating بس this criterion
+
+136
+00:11:21,020 --> 00:11:23,960
+is not a function of ultimate strength مش هي لا
+
+137
+00:11:23,960 --> 00:11:26,660
+تعتبر .. مش function في ال ultimate strength or
+
+138
+00:11:26,660 --> 00:11:33,840
+any other static strength او أسوايso its curve
+
+139
+00:11:33,840 --> 00:11:38,640
+does not intersect the mean stress line يعني عندي
+
+140
+00:11:38,640 --> 00:11:44,840
+هين مش مبين عند ال SUT بس و بتالي المعادلة بتتقطش
+
+141
+00:11:44,840 --> 00:11:46,780
+و بتتقطش مع المحور الأفضل
+
+142
+00:11:51,940 --> 00:11:55,320
+it's strange for positive mean stress should be
+
+143
+00:11:55,320 --> 00:11:57,720
+limited by the yield line لأن في yield line دي
+
+144
+00:11:57,720 --> 00:12:02,540
+بيكون واصل هي ال yield line بين أسواي و أسواي يعني
+
+145
+00:12:02,540 --> 00:12:09,780
+بتكون هي valid لحد هنا لحد
+
+146
+00:12:09,780 --> 00:12:15,960
+يعني يعني في البنطقة هذه مش لازم تخطى ال yield
+
+147
+00:12:15,960 --> 00:12:16,220
+line
+
+148
+00:12:19,310 --> 00:12:23,670
+it is usually also accepted for negative mean
+
+149
+00:12:23,670 --> 00:12:27,190
+stress ينفع استخدامها في حالة ال mean stress يكون
+
+150
+00:12:27,190 --> 00:12:27,770
+negative
+
+151
+00:12:33,480 --> 00:12:36,840
+كان الملاحظة الأخيرة هذه تنطبق عليهم كلهم تقريبا
+
+152
+00:12:36,840 --> 00:12:40,140
+بس commonly used for predicting an equivalent
+
+153
+00:12:40,140 --> 00:12:44,420
+completely reverse stress for a fluctuating state
+
+154
+00:12:44,420 --> 00:12:47,280
+of stress that does not predict infinite life يعني
+
+155
+00:12:47,280 --> 00:12:52,040
+في حال طلع ال factor of shift أقل من واحد احنا
+
+156
+00:12:52,040 --> 00:12:57,720
+بنجيب equivalent reversed stress عادة بستخدمها هذه
+
+157
+00:12:57,720 --> 00:13:00,360
+النظرية اللي هي S W T
+
+158
+00:13:04,260 --> 00:13:21,820
+طيب .. هنشوف مثال عندي
+
+159
+00:13:21,820 --> 00:13:27,150
+واحد و نص انش Diameter barhas been machined from
+
+160
+00:13:27,150 --> 00:13:37,110
+an AISI 1050 called drone bar فعندي قطع ميكانيكية
+
+161
+00:13:37,110 --> 00:13:41,530
+قطرها واحد
+
+162
+00:13:41,530 --> 00:13:47,730
+و نص انش machined
+
+163
+00:13:53,940 --> 00:13:59,060
+من ال material اللي هي ألف
+
+164
+00:13:59,060 --> 00:14:07,920
+و خمسين كولدرون
+
+165
+00:14:07,920 --> 00:14:12,640
+steel this
+
+166
+00:14:12,640 --> 00:14:16,440
+part is to withstand a fluctuating tensile load
+
+167
+00:14:16,440 --> 00:14:24,390
+varying from zero to sixteen kilo poundهذه القطع
+
+168
+00:14:24,390 --> 00:14:30,310
+لازم تتحمل fluctuating tensile load يعني هاي ال
+
+169
+00:14:30,310 --> 00:14:35,170
+bar و
+
+170
+00:14:35,170 --> 00:14:46,510
+عليها tensile load F في ال F بتراه من سفر لستاشر
+
+171
+00:14:46,510 --> 00:14:48,630
+kilo pound
+
+172
+00:14:56,550 --> 00:15:00,490
+because of the ends and fillet radius يعني هو واضح
+
+173
+00:15:00,490 --> 00:15:07,950
+انه عشان امسكها مكبر قطر وفيه اندي fillet a
+
+174
+00:15:07,950 --> 00:15:15,510
+fatigue stress concentration factor KF بالساوي
+
+175
+00:15:15,510 --> 00:15:23,410
+واحد point تمانية خمسة for عشر أو ستة or larger
+
+176
+00:15:23,410 --> 00:15:35,770
+lifeيعني عندي infinite life infinite life
+
+177
+00:15:35,770 --> 00:15:45,350
+find
+
+178
+00:15:45,350 --> 00:15:47,450
+S A and S M
+
+179
+00:15:59,870 --> 00:16:04,670
+and the factor of safety guarding against fatigue
+
+180
+00:16:04,670 --> 00:16:12,310
+and yielding يعني بده الان اف والان
+
+181
+00:16:12,310 --> 00:16:20,970
+واي طيب
+
+182
+00:16:32,430 --> 00:16:38,910
+الان ال fatigue failure يعني ابدا أستخدم gear bar
+
+183
+00:16:38,910 --> 00:16:47,090
+لو نحكي using gear
+
+184
+00:16:47,090 --> 00:16:51,850
+bar هيكون
+
+185
+00:16:51,850 --> 00:16:56,370
+عندي sigma a هي
+
+186
+00:16:56,370 --> 00:16:56,890
+gear bar
+
+187
+00:17:02,420 --> 00:17:16,160
+سيجما اي على اس اي حاكين
+
+188
+00:17:16,160 --> 00:17:27,500
+N في سيجما اي على اس اي زائد N في سيجما Mعلى sut
+
+189
+00:17:27,500 --> 00:17:36,740
+الكل تربيع بالساوية واحدة هي انما اعطيني ان مباشرة
+
+190
+00:17:36,740 --> 00:17:45,220
+انك بالساوية نص sut على sigma m او using الازم
+
+191
+00:17:45,220 --> 00:17:54,380
+اللي بتاك هكون
+
+192
+00:17:54,380 --> 00:17:54,820
+عندى
+
+193
+00:18:05,300 --> 00:18:23,180
+الان سجما A على SE كل تربيع زاد ان سجما M على SY
+
+194
+00:18:23,180 --> 00:18:30,440
+كل تربيع بالساوية واحدة
+
+195
+00:18:37,830 --> 00:18:40,230
+يعني اول شئ احنا خلينا نحكي عن ال material، هنطلع
+
+196
+00:18:40,230 --> 00:18:44,630
+الخصائص .. الخصائص الميكانيكية، واضح بدنا الخصائص
+
+197
+00:18:44,630 --> 00:18:48,130
+الميكانيكية لل part عشان نقدر نحسب ال design
+
+198
+00:18:48,130 --> 00:18:49,010
+factor of safety
+
+199
+00:19:11,110 --> 00:19:24,110
+أظن الف و تونين هذا
+
+200
+00:19:24,110 --> 00:19:28,810
+اتنين و عشرين اه انا عارف ايه عشرين هذا واحد و
+
+201
+00:19:28,810 --> 00:19:36,210
+عشرين ايه عشرين يعني
+
+202
+00:19:36,210 --> 00:19:37,630
+اللي هو الف و خمسين
+
+203
+00:19:40,980 --> 00:19:48,640
+called drone معناته عندى هذا ال .. تسعين و تسعة و
+
+204
+00:19:48,640 --> 00:19:56,420
+اربعة و نص .. صح؟ called drone .. مية و اربعة و
+
+205
+00:19:56,420 --> 00:20:05,520
+تمانين .. اه لان احنا وحدات انجلزية عندى ال SUT
+
+206
+00:20:05,520 --> 00:20:08,700
+بستخدام
+
+207
+00:20:08,700 --> 00:20:21,380
+ميةكي بي اس اي و ال اس واي يستوي اربعة تمانين هدول
+
+208
+00:20:21,380 --> 00:20:28,960
+اي عشرين بلزمنا
+
+209
+00:20:28,960 --> 00:20:32,740
+اس اي صح؟ ال اس اي
+
+210
+00:20:36,060 --> 00:20:50,120
+سوى KA KB KC KD KE SE' SE'
+
+211
+00:20:50,420 --> 00:20:55,160
+شو الساوية نص
+
+212
+00:20:55,160 --> 00:21:02,160
+ال SUT يعني هتكون الساوية خمسين
+
+213
+00:21:06,030 --> 00:21:10,610
+ال K A Machined ال K A
+
+214
+00:21:39,150 --> 00:21:46,910
+بالسواء A S U T ال
+
+215
+00:21:46,910 --> 00:21:59,290
+A في حالة ال machine اتنين وال B point
+
+216
+00:21:59,290 --> 00:22:05,120
+اتنين و سبعتاشمعنى طيب ان هذه هتساوي اللي هي اتنين
+
+217
+00:22:05,120 --> 00:22:13,580
+في مية سالب point متين واحد سبعة هذا
+
+218
+00:22:13,580 --> 00:22:23,060
+ال K ايه point سبعة ال
+
+219
+00:22:23,060 --> 00:22:23,640
+KB
+
+220
+00:22:32,210 --> 00:22:37,910
+طبعا هذا في حالة ال torsion او bending في
+
+221
+00:22:37,910 --> 00:22:43,730
+حالة ال axial loading KBA شو يساوي؟ واحد KBA يساوي
+
+222
+00:22:43,730 --> 00:22:48,210
+واحد عندي axial loading
+
+223
+00:23:02,720 --> 00:23:11,620
+الـ KC إيش الساوية؟ لأن
+
+224
+00:23:11,620 --> 00:23:19,580
+K دي و K ايه ماحتي بيرميش واحد ال K دي ساوية K E
+
+225
+00:23:19,580 --> 00:23:26,560
+ساوية واحدة معناته ال SE هتكون ساوية K A اللي هو
+
+226
+00:23:26,560 --> 00:23:36,050
+point سبعة تلاتة ستةفي واحد في بون تمانية خمسة في
+
+227
+00:23:36,050 --> 00:23:46,430
+واحد في واحد في فمسين هذه
+
+228
+00:23:46,430 --> 00:23:50,930
+الأسئلة واحد تلاتين
+
+229
+00:24:10,450 --> 00:24:21,250
+kpsi الآن عندي ال .. بشكل عام ال stress سيجما عندي
+
+230
+00:24:21,250 --> 00:24:26,410
+اكسل اللي هتكون F على area صح هذا ال nominal F على
+
+231
+00:24:26,410 --> 00:24:32,240
+areaفي ال KF اذا بدي اخد فرصة stress consideration
+
+232
+00:24:32,240 --> 00:24:43,020
+يعني هيكون اربعة
+
+233
+00:24:43,020 --> 00:24:58,280
+KF في ال F على Pi D square
+
+234
+00:25:02,930 --> 00:25:13,470
+صح؟ الان ال F minimum ايش الساوي؟ سفر وال F
+
+235
+00:25:13,470 --> 00:25:18,030
+maximum بالساوي
+
+236
+00:25:18,030 --> 00:25:23,890
+ستة عشر معناته
+
+237
+00:25:23,890 --> 00:25:36,340
+ال F mean ايش الساوي؟سفر زي ستاشر على اتنين ساوية
+
+238
+00:25:36,340 --> 00:25:41,000
+تمانية وال
+
+239
+00:25:41,000 --> 00:25:45,440
+F alternating برضه
+
+240
+00:25:45,440 --> 00:25:49,800
+ستاشر ناقص سفر على اتنين
+
+241
+00:26:04,140 --> 00:26:08,900
+معناته هتكون في الحالة هذه ال F مين بيساوي ال
+
+242
+00:26:08,900 --> 00:26:10,700
+alternating معناته ال sigma alternating بيساوي ال
+
+243
+00:26:10,700 --> 00:26:13,740
+sigma مين صح؟ هيطلع عند ال sigma alternating
+
+244
+00:26:13,740 --> 00:26:20,620
+بيساوي ال sigma مين بتساوي
+
+245
+00:26:20,620 --> 00:26:33,500
+اربعة ك F F alternating او F مين على Pi D Square
+
+246
+00:26:35,720 --> 00:26:47,000
+هتكون أربع في واحد bond تمانية خمسة في تمانية على
+
+247
+00:26:47,000 --> 00:26:59,680
+باي في واحد و نص تاربع تمانية
+
+248
+00:26:59,680 --> 00:27:03,980
+bond تلات تمانية KPSI
+
+249
+00:27:18,850 --> 00:27:25,550
+انا لو بده اجعل ال criteria هي
+
+250
+00:27:25,550 --> 00:27:32,410
+اندي ال sigma مين؟ هي ال sigma alternating صح؟
+
+251
+00:27:32,410 --> 00:27:37,830
+اندي
+
+252
+00:27:37,830 --> 00:27:43,430
+هي عشرة هي
+
+253
+00:27:43,430 --> 00:27:43,870
+مية
+
+254
+00:27:49,850 --> 00:27:55,630
+هذه خمسين هذه
+
+255
+00:27:55,630 --> 00:28:11,150
+عشرة عشرين تلاتين اربعين هذه ستين سبعين تمانين
+
+256
+00:28:11,150 --> 00:28:13,630
+تسعين
+
+257
+00:28:20,810 --> 00:28:27,870
+اتابرها دي مية هاي
+
+258
+00:28:27,870 --> 00:28:32,290
+خمسين عشرة
+
+259
+00:28:32,290 --> 00:28:42,010
+عشرين تلاتين اربعين عشرة عشرين تلاتين هاي عشرة
+
+260
+00:28:42,010 --> 00:28:46,870
+عشرين تلاتين اربعين ستين
+
+261
+00:28:54,140 --> 00:28:58,220
+ال SUT اللي
+
+262
+00:28:58,220 --> 00:29:07,860
+هي مية صح هاي ال SUT و
+
+263
+00:29:07,860 --> 00:29:15,340
+ال SY هاد
+
+264
+00:29:15,340 --> 00:29:22,920
+ال SY و ال SE اللي هي واحد تلاتين هاي تلاتين جاي
+
+265
+00:29:22,920 --> 00:29:23,160
+هنا
+
+266
+00:29:33,630 --> 00:29:40,150
+هي ال SE الجيربا
+
+267
+00:29:40,150 --> 00:29:45,430
+جاين non linear بين ال SE و ال SET
+
+268
+00:30:01,150 --> 00:30:08,970
+هذه جيربار وهذه ال fatigue failure ال
+
+269
+00:30:08,970 --> 00:30:17,310
+yield ال yield عندى هاي تمانين هذا اربعة تمانين
+
+270
+00:30:17,310 --> 00:30:20,350
+صح؟
+
+271
+00:30:20,350 --> 00:30:25,530
+as
+
+272
+00:30:25,530 --> 00:30:25,810
+wire
+
+273
+00:30:34,230 --> 00:30:43,810
+هذا ال yield line وهذا
+
+274
+00:30:43,810 --> 00:30:53,230
+ال fatigue طيب
+
+275
+00:30:53,230 --> 00:31:00,090
+بدى
+
+276
+00:31:00,090 --> 00:31:04,450
+اعرف احنا حسبت ال sigma ايه و sigma مينال سيجمه و
+
+277
+00:31:04,450 --> 00:31:12,070
+سيجمه مين؟ تمانية هاي تمانية و تمانية صح؟
+
+278
+00:31:34,930 --> 00:31:41,030
+هذه الـ sigma main التي هي تمانية point تلات
+
+279
+00:31:41,030 --> 00:31:47,550
+تمانية هذه ال sigma alternating التي هي تمانية
+
+280
+00:31:47,550 --> 00:31:56,050
+point تلات تمانية هذا يعني load line
+
+281
+00:32:25,960 --> 00:32:36,020
+لنرجع على ال gear bar يعني هذه هتكون
+
+282
+00:32:36,020 --> 00:32:51,340
+هذه
+
+283
+00:32:51,340 --> 00:33:00,620
+الحكاية اسمها SM بتاعة الفتيكوها دي S A بتاعة
+
+284
+00:33:00,620 --> 00:33:07,940
+الفتيك يعني هذه ال main fatigue strength for this
+
+285
+00:33:07,940 --> 00:33:11,940
+loading line هذه ال alternating fatigue strength
+
+286
+00:33:11,940 --> 00:33:22,300
+for this load line من
+
+287
+00:33:22,300 --> 00:33:22,820
+المعادلة
+
+288
+00:33:50,620 --> 00:34:02,280
+ممكن نحصل فتيك factor of safety NF هو
+
+289
+00:34:02,280 --> 00:34:06,160
+اشي اللي سواه معادلة
+
+290
+00:34:06,160 --> 00:34:14,360
+الخط هذا معروفة عشان نشوف كيف سواه معادلة الخط هذا
+
+291
+00:34:14,360 --> 00:34:15,160
+ال filler line
+
+292
+00:34:18,140 --> 00:34:23,740
+اللي هو هذه المعادلة ال N Sigma A اللي هي إيش S A
+
+293
+00:34:23,740 --> 00:34:32,700
+على S E زاد
+
+294
+00:34:32,700 --> 00:34:40,920
+S M على S U T الكل
+
+295
+00:34:40,920 --> 00:34:47,400
+تربيع مستوى هذا ال S A و ال S M
+
+296
+00:34:50,250 --> 00:34:56,530
+هذه معادلة ال filler line ال load line هذا ال load
+
+297
+00:34:56,530 --> 00:35:06,110
+line ال load line هذا جاي بين نقاط صفر و صفر و جاي
+
+298
+00:35:06,110 --> 00:35:16,910
+بين sigma M و sigma alternating و جاي بين SM و S
+
+299
+00:35:16,910 --> 00:35:21,520
+alternating تلت نقاطيعني المعادلة اللي هو ال line
+
+300
+00:35:21,520 --> 00:35:30,360
+هتكون sigma a minus zero على sigma m minus zero
+
+301
+00:35:30,360 --> 00:35:35,120
+بالساوية
+
+302
+00:35:35,120 --> 00:35:44,760
+S a على S m خلنا نحكي انها ساوية R، R هي ال slope
+
+303
+00:35:44,760 --> 00:35:45,460
+بتاعة الخطة
+
+304
+00:35:51,540 --> 00:35:59,560
+في الحالة هذه احنا عندنا R بساوة Sigma A على Sigma
+
+305
+00:35:59,560 --> 00:36:19,180
+M بساوة واحدة صح عند
+
+306
+00:36:19,180 --> 00:36:31,560
+النقطة هذهعند نقطة هذه بتكون نقطة هذه يتم تحقيقها
+
+307
+00:36:31,560 --> 00:36:38,120
+من معادة الخط هذا و معادة ال curve هذا صح؟ منته لو
+
+308
+00:36:38,120 --> 00:36:45,860
+عوضت عن هذه معادلة واحد هذه معادلة اتنين من اتنين
+
+309
+00:36:51,060 --> 00:36:57,020
+لو حكيت ان S A بساوة
+
+310
+00:36:57,020 --> 00:37:02,800
+R S M
+
+311
+00:37:02,800 --> 00:37:12,820
+R S M و عوضتها هنا بس راندي هنا عوضت في واحد R S M
+
+312
+00:37:12,820 --> 00:37:16,040
+على
+
+313
+00:37:16,040 --> 00:37:16,780
+S E
+
+314
+00:37:22,170 --> 00:37:29,470
+بتساوى زائد RSM
+
+315
+00:37:29,470 --> 00:37:35,770
+على SUT لكل
+
+316
+00:37:35,770 --> 00:37:43,350
+تربيع ساوى واحد نعم
+
+317
+00:37:43,350 --> 00:37:45,590
+ال .. ال ..
+
+318
+00:37:49,640 --> 00:37:57,240
+ها دي S A بيوضع ان S A اللي هي R في S M اه
+
+319
+00:37:57,240 --> 00:38:08,640
+اه صحيح مافيش R زي ما هي S M الصحيح ال
+
+320
+00:38:08,640 --> 00:38:14,920
+S M اللي هو نحكي ال factor safety N بس هو ال S M
+
+321
+00:38:17,380 --> 00:38:24,540
+على sigma M صح؟ يعني
+
+322
+00:38:24,540 --> 00:38:31,520
+SM بستوى N Sigma M يعني هنا حسينا اندي R في
+
+323
+00:38:31,520 --> 00:38:42,400
+N F Sigma M على SE زائد
+
+324
+00:38:42,400 --> 00:38:45,240
+N F
+
+325
+00:38:48,070 --> 00:39:00,870
+Sigma M على S U T كل تربيع تساوي واحد ال
+
+326
+00:39:00,870 --> 00:39:13,390
+R ايه بتساوي؟ واحد ال R بتساوي واحد مش واحد ال R
+
+327
+00:39:13,390 --> 00:39:18,200
+بتساوياللي هي هذه .. هذه واحد حالة خاصة الحالة
+
+328
+00:39:18,200 --> 00:39:25,000
+تاعتنا واحد ال R بعوض عنها Sigma A على Sigma M
+
+329
+00:39:25,000 --> 00:39:31,440
+بمعنى انت بيصير مجهول عندك ويحسب ال NF ال NF هذي
+
+330
+00:39:31,440 --> 00:39:36,660
+معادلة إيش؟ عندي في term تربيع جاء على صيغة اللي
+
+331
+00:39:36,660 --> 00:39:47,710
+هي AX تربيع زائد BX زائد C بالساعة وصفرومنها حسب
+
+332
+00:39:47,710 --> 00:39:52,370
+إيش ال enough لإن هو هذي التربيع و هذا مش تربيع و
+
+333
+00:39:52,370 --> 00:39:56,510
+هذا ال constant term و منها بيحسب ال X اللي هي
+
+334
+00:39:56,510 --> 00:39:58,950
+بتعطينا المعادلة هذه يعني شفتوا الفكرة بتاعتها ال
+
+335
+00:39:58,950 --> 00:40:05,590
+enough اللي هي بس واحد على اتنين S U T يعني هتكون
+
+336
+00:40:05,590 --> 00:40:07,890
+ان دي ال enough الحالة هذه
+
+337
+00:40:15,010 --> 00:40:27,230
+ن اف بحالة جيربار بالساعة نص ف
+
+338
+00:40:27,230 --> 00:40:32,770
+س يو تي على
+
+339
+00:40:32,770 --> 00:40:47,690
+سيجما ام الكل تربيع فسيجما اي على س ايفي minus
+
+340
+00:40:47,690 --> 00:40:54,830
+واحد زائد جزر التربيع لواحد
+
+341
+00:40:54,830 --> 00:40:58,450
+زائد
+
+342
+00:40:58,450 --> 00:41:05,170
+اتنين sigma M SE على
+
+343
+00:41:14,310 --> 00:41:22,430
+العوض يعني هيكون عنده نص في
+
+344
+00:41:22,430 --> 00:41:25,650
+ال
+
+345
+00:41:25,650 --> 00:41:31,670
+SUT اللي هي مية على
+
+346
+00:41:31,670 --> 00:41:37,550
+تمانية point تلات تمانية الكل
+
+347
+00:41:37,550 --> 00:41:48,600
+تربيعفي تمانية point تلاتة تمانية على ال S A على
+
+348
+00:41:48,600 --> 00:41:57,900
+واحد تلاتين point اتنين تمانية في ناقص واحد زائد
+
+349
+00:41:57,900 --> 00:42:05,560
+جزر التربيعي لواحد زائد اتنين في تمانية point
+
+350
+00:42:05,560 --> 00:42:13,820
+تلاتة تمانيةهذه لـ Sigma M في واحد تلاتين بون
+
+351
+00:42:13,820 --> 00:42:21,960
+تمانية وعشرين على مية في تمانية بون تلاتة تمانية
+
+352
+00:42:21,960 --> 00:42:33,260
+هو الكل ترجع هنا بنحسب الان اف طبعا
+
+353
+00:42:37,460 --> 00:42:41,180
+إذا طلع الأناف أكبر أو يستوي واحد شغلنا 100% صحيح
+
+354
+00:42:41,180 --> 00:42:45,580
+إذا مش .. طلعت أقل من واحد بدأنا نعمل شغل تاعنا
+
+355
+00:42:45,580 --> 00:42:54,520
+نجيله بعد شوية تلاتة point أربع
+
+356
+00:42:54,520 --> 00:43:00,840
+ال factor of safety طيب
+
+357
+00:43:00,840 --> 00:43:03,620
+اللي ييه ال factor of safety
+
+358
+00:43:06,620 --> 00:43:13,260
+بدي احسب انا SM هذه هذي
+
+359
+00:43:13,260 --> 00:43:19,280
+SM بتاعة ال yield هذي
+
+360
+00:43:19,280 --> 00:43:28,260
+SA بتاعة ال yield اذا اخدت المثلث هذا هذا المثلث
+
+361
+00:43:28,260 --> 00:43:31,680
+مع
+
+362
+00:43:31,680 --> 00:43:32,780
+المثلث الكبير
+
+363
+00:43:45,740 --> 00:43:51,740
+النقطة هذه تقاطع معادة الخط هذا الخط هذا جاي بين S
+
+364
+00:43:51,740 --> 00:43:58,760
+Y و S Y صح الخط هذا جاي بين S يعني معادة ال lead
+
+365
+00:43:58,760 --> 00:44:13,120
+line هتكون اللي هي S A على S E زائد S M على S Y
+
+366
+00:44:16,390 --> 00:44:22,790
+زاد SM على SY بالسواء
+
+367
+00:44:22,790 --> 00:44:36,450
+واحد هذا الخط و هذا الخط معدلته اللى عندى انا اللى
+
+368
+00:44:36,450 --> 00:44:53,190
+هو Sigma A على Sigma M بالسواء SAعلى ايش SM يعني
+
+369
+00:44:53,190 --> 00:44:57,850
+SA هتكون
+
+370
+00:44:57,850 --> 00:45:10,110
+تساوي SM في Sigma A على Sigma M نعوض
+
+371
+00:45:10,110 --> 00:45:10,830
+هنا عن SA
+
+372
+00:45:14,270 --> 00:45:22,190
+S A اللي هي S M في
+
+373
+00:45:22,190 --> 00:45:32,250
+Sigma A على Sigma M S
+
+374
+00:45:32,250 --> 00:45:36,930
+Y على Sigma
+
+375
+00:45:36,930 --> 00:45:40,710
+M S Y
+
+376
+00:45:44,030 --> 00:45:51,650
+زائد SM على SY بالساعة واحدة يعني اذا ضربت طرفين
+
+377
+00:45:51,650 --> 00:45:57,690
+بـ SY بتروح الـ SY بسير
+
+378
+00:45:57,690 --> 00:46:07,970
+على الجهة التانية SY يعني
+
+379
+00:46:07,970 --> 00:46:16,960
+خود عام مشترك اللي هوsm هيكون
+
+380
+00:46:16,960 --> 00:46:20,560
+عندى
+
+381
+00:46:20,560 --> 00:46:32,500
+sigma a على sigma m زائد واحد صح بتسوى
+
+382
+00:46:32,500 --> 00:46:36,260
+sy يعني
+
+383
+00:46:36,260 --> 00:46:40,940
+n او sm بتاعة ال yield
+
+384
+00:46:52,490 --> 00:47:00,690
+بتساوي بتساوي Sigma Y Sigma M SY
+
+385
+00:47:00,690 --> 00:47:12,990
+على Sigma A زائد Sigma M هذه الاس ام منعته
+
+386
+00:47:16,830 --> 00:47:21,690
+هتساوي نه مش
+
+387
+00:47:21,690 --> 00:47:25,030
+فاهم
+
+388
+00:47:25,030 --> 00:47:31,610
+ماشي انا بحل بشكل عام حتكون
+
+389
+00:47:31,610 --> 00:47:40,810
+هتساوي SY على 2 في حالتنا صح؟ بيساوي SY على
+
+390
+00:47:40,810 --> 00:47:46,460
+2 لإن هو ده جاي مائل بزاوية 45هكون في النص الخط S
+
+391
+00:47:46,460 --> 00:47:53,420
+Y على اتنين يعني هكون اربعة تمانين على اتنين اتنين
+
+392
+00:47:53,420 --> 00:48:03,120
+واربعين كيلو pound per square inch معناه ال N Y ال
+
+393
+00:48:03,120 --> 00:48:11,680
+N Y هتكون تستاوي الاسئم بتاعة ال yield على ال
+
+394
+00:48:11,680 --> 00:48:12,260
+sigma M
+
+395
+00:48:15,170 --> 00:48:23,910
+اللي هي اتنين و اربعين على تمانية point تلال
+
+396
+00:48:23,910 --> 00:48:28,870
+تمانية بطلع
+
+397
+00:48:28,870 --> 00:48:39,850
+خمسة أو اشي مظبوط خمسة point zero واحد مبين
+
+398
+00:48:39,850 --> 00:48:44,780
+يعنيمن .. منبين ان ال factor of safety بتاع ال
+
+399
+00:48:44,780 --> 00:48:50,760
+fatigue أقل و انا ماتوقع أصير .. يعني في الحالة دي
+
+400
+00:48:50,760 --> 00:48:55,300
+أقل من ارثم بيبين معايا إذا في ده أفحص لليد و لا
+
+401
+00:48:55,300 --> 00:49:00,060
+مش ده أفحص لليد في حالتنا ك designer بلزمنيش أفحص
+
+402
+00:49:00,060 --> 00:49:04,520
+لليد لأن ال factor of safety أعلى في ال yield أعلى
+
+403
+00:49:04,520 --> 00:49:08,420
+من في حالة الفتيك طبعا نفس الطريقة بنحل في حالة
+
+404
+00:49:09,210 --> 00:49:15,430
+القزمة بس المعادلة تختلف example ستة احدة هتقراوه
+
+405
+00:49:15,430 --> 00:49:22,070
+في الكتاب اللي بختلف ماشي
+
+406
+00:49:22,070 --> 00:49:25,510
+يعني .. يعني تقراوه لحالكوا عشان اخش موضوع جديد
+
+407
+00:49:25,510 --> 00:49:27,070
+المحاضرة عشان اعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/G8nmWX6F7-k.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/G8nmWX6F7-k.srt
new file mode 100644
index 0000000000000000000000000000000000000000..92cc3833a7d7b36ef8d4aebd5d83a671792be61d
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/G8nmWX6F7-k.srt
@@ -0,0 +1,1499 @@
+1
+00:00:05,180 --> 00:00:07,680
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله و
+
+2
+00:00:07,680 --> 00:00:11,360
+بركاته، اليوم هنكمل المحاضرة الثانية في مادة تصميم
+
+3
+00:00:11,360 --> 00:00:16,720
+الألات واحد، في المحاضرة السابقة يعني ذكرنا عملية
+
+4
+00:00:16,720 --> 00:00:21,060
+تصميم المراحل المختلفة بدءًا من الفكرة و انتهاءً
+
+5
+00:00:21,060 --> 00:00:25,980
+بتسويقها وعرضها للمستفيدين طبعًا استعرضنا الـ design
+
+6
+00:00:25,980 --> 00:00:30,340
+considerations وين مصادر المعلومات عشان تعمل تصميم
+
+7
+00:00:30,340 --> 00:00:35,280
+لمنتج جديد ووصلنا لحد الـ economics أنها الاقتصادية
+
+8
+00:00:35,280 --> 00:00:40,360
+في أي فكرة أو أي تصميم حكينا أن التصميم هو عمل مهم
+
+9
+00:00:40,360 --> 00:00:45,200
+في عملية التصميم الميكانيكية أو التصميم الهندسي
+
+10
+00:00:45,200 --> 00:00:52,070
+خلينا نشوف example يبين أو يوضح كيف عملية الـ ..
+
+11
+00:00:52,070 --> 00:00:56,150
+العملية الاقتصادية أو عملية التكلفة مهمة جدًا في
+
+12
+00:00:56,150 --> 00:01:02,770
+عملية التصميم مثال عندنا عندنا 
+
+13
+00:01:02,770 --> 00:01:05,310
+a cost comparison between top two possible
+
+14
+00:01:05,310 --> 00:01:08,330
+production methods يعني أننا هيكون نعمل مقارنة
+
+15
+00:01:08,330 --> 00:01:14,390
+التكلفة بين طريقتين للإنتاج أو للتصنيع في عند
+
+16
+00:01:14,390 --> 00:01:19,650
+الخيار الأول أنا بدي أنتج قطعة معينة الخيار الأول
+
+17
+00:01:19,650 --> 00:01:23,290
+أن أستخدم automatic screw machine ماكينة إنتاج
+
+18
+00:01:23,290 --> 00:01:28,450
+آلية أو hand screw machine أو ماكينة يدوية يعني في
+
+19
+00:01:28,450 --> 00:01:33,170
+عندك خيار ماكينة آلية automatic والخيار الثاني الـ
+
+20
+00:01:33,170 --> 00:01:35,790
+hand screw machine في الحالة الأولى خلينا نحكي عنها
+
+21
+00:01:35,790 --> 00:01:38,950
+اللي
+
+22
+00:01:38,950 --> 00:01:45,510
+هو الـ automatic screw machine الخيار الثاني hand
+
+23
+00:01:45,510 --> 00:01:48,150
+أو manual screw machine
+
+24
+00:01:53,090 --> 00:01:56,430
+في حالة الـ automatic screw machine القطع عند
+
+25
+00:01:56,430 --> 00:02:02,370
+القدرة تنتج خمسة وعشرين part per hour عنده الـ 
+
+26
+00:02:02,370 --> 00:02:07,850
+production capacity
+
+27
+00:02:07,850 --> 00:02:11,250
+سواء
+
+28
+00:02:11,250 --> 00:02:14,410
+خمسة وعشرين part في الساعة
+
+29
+00:02:18,420 --> 00:02:22,560
+الـ machine ده عشان أشغلها محتاجة فترة إعداد تلت
+
+30
+00:02:22,560 --> 00:02:32,100
+ساعات اللي هو الـ setup time بساوي
+
+31
+00:02:32,100 --> 00:02:37,360
+ثلاثة hour تكلفة
+
+32
+00:02:37,360 --> 00:02:42,620
+الفنيين أو العمال اللي هو labor cost
+
+33
+00:02:49,890 --> 00:03:06,070
+عشرون دولار في الساعة الآن
+
+34
+00:03:06,070 --> 00:03:14,370
+بدأ أوجد formula طبعًا أنا تكلفة الـ cost الكلي اللي
+
+35
+00:03:14,370 --> 00:03:15,250
+هو معادلة الـ cost
+
+36
+00:03:20,300 --> 00:03:23,700
+في عند الـ setup time أو في setup cost مضبوط
+
+37
+00:03:23,700 --> 00:03:32,480
+operational cost هأقول setup cost زائد
+
+38
+00:03:32,480 --> 00:03:37,020
+operational cost
+
+39
+00:03:37,020 --> 00:03:40,120
+ال
+
+40
+00:03:40,120 --> 00:03:43,640
+setup cost بيعتمدش على الـ quantity على الكمية أنا 
+
+41
+00:03:43,640 --> 00:03:51,870
+بأخذ منه ثلاث ساعات وأنا ما أنتجتُ شيء، صح؟ والساعة تكلفة
+
+42
+00:03:51,870 --> 00:03:56,570
+عشرون دولار
+
+43
+00:03:56,570 --> 00:04:08,130
+لكل ساعة في ثلاث ساعات زاد الـ operation cost عندي
+
+44
+00:04:08,130 --> 00:04:19,640
+عشرون dollar لكل ساعة على خمسة وعشرين part لكل
+
+45
+00:04:19,640 --> 00:04:26,440
+hour عشان أنا أجيب تكلفة أيّاش لكل part في number
+
+46
+00:04:26,440 --> 00:04:34,360
+of parts خلينا نسميه أيّاش X number of parts X أنا 
+
+47
+00:04:34,360 --> 00:04:37,740
+حاطط الوحدات متعمدة عشان أشوف أيّاش الشغلات تلغي مع
+
+48
+00:04:37,740 --> 00:04:44,800
+بعض عندي هنا هنا تروح ساعة مع ساعة وهنا عندي hour
+
+49
+00:04:44,800 --> 00:04:46,580
+مع hour
+
+50
+00:04:49,510 --> 00:04:59,890
+فهتصبح الـ cost عشرون وثلاثين وستين زائد ثمانية من
+
+51
+00:04:59,890 --> 00:05:06,110
+عشرة اللي هو X عندي هنا اللي هو اللي بدي أسميه الـ 
+
+52
+00:05:06,110 --> 00:05:13,600
+cost اللي هو لطريقة تصنيع رقم واحد لأن طريقة
+
+53
+00:05:13,600 --> 00:05:17,500
+التصنيع الثانية اللي هي hand screw machine لـ
+
+54
+00:05:17,500 --> 00:05:28,480
+production capacity تقدر
+
+55
+00:05:28,480 --> 00:05:33,580
+تنتج عشر قطع في الساعة عشر parts كل ساعة
+
+56
+00:05:36,980 --> 00:05:41,640
+minimal setup يعني الـ setup cost مش بساوي zero
+
+57
+00:05:41,640 --> 00:05:48,620
+setup cost بساوي 
+
+58
+00:05:48,620 --> 00:05:59,780
+zero وبرده عند الـ labor cost ما يتغيرش عشرون
+
+59
+00:05:59,780 --> 00:06:10,520
+دولار لكل ساعة معناه أن الـ cost الـ cost اثنين اللي
+
+60
+00:06:10,520 --> 00:06:18,820
+هو method two هيكون الـ setup cost zero زائد الـ
+
+61
+00:06:18,820 --> 00:06:27,920
+operational cost اللي هو عشرون على
+
+62
+00:06:27,920 --> 00:06:35,340
+عشرة في x اللي هي عشر عدد الـ parts يعني هيكون
+
+63
+00:06:38,240 --> 00:06:46,060
+اثنين X معناته
+
+64
+00:06:46,060 --> 00:06:55,040
+واضح أن الـ الـ الـ لو أرسم الـ graphing الـ
+
+65
+00:06:55,040 --> 00:07:04,020
+cost اثنين هيكون هاي الـ cost اثنين هذه
+
+66
+00:07:04,020 --> 00:07:12,430
+الـ X هذا الـ cost صح الـ slope تبعه اثنين الـ method
+
+67
+00:07:12,430 --> 00:07:22,070
+الأولى فيه ثلاثين وستين في الواسطه هي الـ slope تمام
+
+68
+00:07:22,070 --> 00:07:28,610
+من عشرة أقل من اثنين هذه النقطة إيه شو اسميها هذه
+
+69
+00:07:28,610 --> 00:07:29,030
+break
+
+70
+00:07:33,430 --> 00:07:43,190
+even يعني نقطة هذه نفس التكلفة فاحنا at the break
+
+71
+00:07:43,190 --> 00:07:54,470
+even point كنا
+
+72
+00:07:54,470 --> 00:08:04,430
+دي cost واحد بساوي cost اثنين يعني ثلاثين زي الثمانية
+
+73
+00:08:04,430 --> 00:08:12,010
+من عشرة X بساوي اثنين X يعني هيكون واحد اثنين من عشرة
+
+74
+00:08:12,010 --> 00:08:17,910
+X بساوي ستين يعني X مش هساوي خمسين part
+
+75
+00:08:21,190 --> 00:08:24,830
+يعني إذا كان الإنتاج المطلوب منا مثلًا في اليوم
+
+76
+00:08:24,830 --> 00:08:28,650
+خمسين part معناته بنفع نستخدم automatic screw
+
+77
+00:08:28,650 --> 00:08:36,130
+machine أو الـ manual screw machine طيب .. طيب إذا
+
+78
+00:08:36,130 --> 00:08:42,350
+كانت الكمية أقل من خمسين .. هاي خمسين مين
+
+79
+00:08:42,350 --> 00:08:50,030
+أحسن؟ الـ manual معناته for x أقل من خمسين
+
+80
+00:08:53,210 --> 00:08:58,710
+من اقتصادية استخدم إيش الـ manual أو الـ screw
+
+81
+00:08:58,710 --> 00:09:11,490
+machine for x أكبر هنستخدم
+
+82
+00:09:11,490 --> 00:09:14,390
+الـ automatic screw machine
+
+83
+00:09:19,030 --> 00:09:21,870
+بدي أطلع برده على الـ production كبسة إن أنا هأنتج
+
+84
+00:09:21,870 --> 00:09:27,450
+كميات كبيرة مش مجد أشتغل في الماكينة الـ .. اليدوية
+
+85
+00:09:27,450 --> 00:09:31,570
+في حياتي بدي أُنتج كميات كبيرة يفضل نستخدم اللي هو
+
+86
+00:09:31,570 --> 00:09:33,470
+automatic أو لازم نستخدم automatic screw machine
+
+87
+00:09:33,470 --> 00:09:43,890
+أو عملية إنتاج سريعة وتكلفتها أقل في
+
+88
+00:09:43,890 --> 00:09:44,650
+أي سؤال؟
+
+89
+00:10:03,010 --> 00:10:06,350
+طيب عنصر ثاني اللي لازم نهتم فيه is safety and
+
+90
+00:10:06,350 --> 00:10:11,410
+product liability يعني عنصر الأمان والمسؤولية
+
+91
+00:10:11,410 --> 00:10:15,930
+القانونية عن المنتج تبعنا أي 
+
+92
+00:10:15,930 --> 00:10:20,910
+مصنع is liable for damage or harm that results
+
+93
+00:10:20,910 --> 00:10:27,070
+because of a defect أي مصنع مسؤول قانونًا عن أي ضرر
+
+94
+00:10:28,000 --> 00:10:33,180
+نتج عن أي خلل في المنتج أنت مسؤول عن أي خلل كمنتج
+
+95
+00:10:33,180 --> 00:10:40,240
+أو كمصنع طبعًا إذا كان في إهمال negligence need not
+
+96
+00:10:40,240 --> 00:10:47,120
+be proved مش لازم تثبت الإهمال الإهمال مثبت إذا
+
+97
+00:10:47,120 --> 00:10:50,200
+بعدين تبدأ تشكل لجنة معناته اسمه تمويت وتميع
+
+98
+00:10:50,200 --> 00:10:55,700
+للمبورة فالـ negligence is .. need not to be proven
+
+99
+00:10:55,700 --> 00:10:59,860
+مش مطلوب أنه يثبت أنه في إهمال أو ما فيش إهمال و
+
+100
+00:10:59,860 --> 00:11:04,540
+يزيد ومش يزيد ومش عارف كلام فارغ يعني مثلًا أنت من 
+
+101
+00:11:04,540 --> 00:11:07,740
+القوانين مثلًا أحد القوانين أنك المفروض تصمم مبنى
+
+102
+00:11:07,740 --> 00:11:14,980
+مثلًا أو أن تصمم أبواب مقاومة للحريق وصار حريق و
+
+103
+00:11:14,980 --> 00:11:20,060
+هولع على الباب ما فيش داعي أشكل لجنة وأحكي اللي
+
+104
+00:11:20,060 --> 00:11:23,220
+فيها .. هذا مثبت أنه .. يعني هذا أكيد أنه مصمم
+
+105
+00:11:23,220 --> 00:11:29,540
+مثلًا مبنى مضاد للزلازل بتحمل مثلًا لحد ستة على
+
+106
+00:11:29,540 --> 00:11:37,940
+مقياس رختر صار زلزال بخمسة انهار ما فيش داعي أشكل
+
+107
+00:11:37,940 --> 00:11:42,040
+لجنة خلاص النهار ما فيش داعي أروح أعمل فحوصات وأغلب
+
+108
+00:11:42,040 --> 00:11:44,680
+الأحوال هذا مش محتاج أثبته
+
+109
+00:11:47,750 --> 00:11:54,070
+طبعًا ده بيطلب أنه .. أن
+
+110
+00:11:54,070 --> 00:11:57,630
+يكون عندنا ممارسة هندسية سليمة وصحيحة في عملية
+
+111
+00:11:57,630 --> 00:12:03,890
+التحليل والتصميم والتوكيد والجودة والفحوصات
+
+112
+00:12:03,890 --> 00:12:09,010
+الشاملة مصطلحها
+
+113
+00:12:09,010 --> 00:12:13,210
+اتمرت عليكم ازاي عندكم الـ stress والـ strength الـ
+
+114
+00:12:13,210 --> 00:12:15,990
+strength هي خاصية للمادة للـ mechanical
+
+115
+00:12:15,990 --> 00:12:26,280
+element بتعتمدش على شكله ولا حجمه ولا على الـ loading
+
+116
+00:12:26,280 --> 00:12:31,600
+بتعتمد مثلًا على عملية التصنيع مثلًا أو المعالجات
+
+117
+00:12:31,600 --> 00:12:37,400
+ممكن نعملها معالجات كيميائية أو معالجات حرارية أو
+
+118
+00:12:37,400 --> 00:12:41,180
+معالجات ميكانيكية هذا بت .. إيش هذا بتأثر على الـ
+
+119
+00:12:41,180 --> 00:12:41,540
+strength
+
+120
+00:12:44,640 --> 00:12:50,040
+يعني هي خاصية للمادة يعني مثلًا specific heat للميه
+
+121
+00:12:50,040 --> 00:12:58,460
+نفس الـ value سواء كان عندي liter ميه ولا million
+
+122
+00:12:58,460 --> 00:13:02,580
+liter ميه الـ specific heat للميه نفس الشيء في الـ
+
+123
+00:13:02,580 --> 00:13:10,960
+heat capacity تختلف heat capacity كده تجمع حرارة لتر
+
+124
+00:13:10,960 --> 00:13:15,740
+ميه أكيد تساوي حرارة أكثر من .. من ألف لتر ميه ففي
+
+125
+00:13:15,740 --> 00:13:20,240
+الـ في نفس الشيء الـ strength هي خاصية للمادة ما
+
+126
+00:13:20,240 --> 00:13:25,020
+بتعتمد على شكلها ولا حجمها طبعًا الـ strength ممكن
+
+127
+00:13:25,020 --> 00:13:29,860
+تكون متجانسة أو ممكن ما تكونش غير متجانسة في
+
+128
+00:13:29,860 --> 00:13:34,980
+المادة بحسب طبيعة المادة أمثلة على strength اللي هي
+
+129
+00:13:34,980 --> 00:13:38,860
+الـ ultimate strength والـ yield strength الـ stress
+
+130
+00:13:38,860 --> 00:13:41,420
+هي state of property at a specific point within a
+
+131
+00:13:41,420 --> 00:13:48,400
+body الـ stress بحكي عن شيء نتيجة شكل وحجم وتحميل
+
+132
+00:13:48,400 --> 00:13:55,900
+معين فلو أنا بدي أعمل bending stress هيكون فيه تحت
+
+133
+00:13:55,900 --> 00:13:59,760
+tension لو زودت الـ bending هيزيد الـ stress level
+
+134
+00:13:59,760 --> 00:14:05,220
+مضبوط بغض النظر عن الـ strength بغض النظر عن الـ
+
+135
+00:14:05,220 --> 00:14:11,920
+strength عادةً هو بيعتمد أو يعني دالة مع الـ load
+
+136
+00:14:11,920 --> 00:14:21,460
+درجة الحرارة والشكل بتاع الـ part طبعًا
+
+137
+00:14:21,460 --> 00:14:23,920
+بيكون عندك .. في source .. في uncertainty نسبة
+
+138
+00:14:23,920 --> 00:14:29,080
+خطأ في الـ في الـ stress أو الـ strength ممكن هدي
+
+139
+00:14:29,080 --> 00:14:33,580
+نعزيها لأحد الأسباب التالية، هذه مجموعة أسباب أولها
+
+140
+00:14:33,580 --> 00:14:35,680
+الـ composition of the material and the effect of 
+
+141
+00:14:35,680 --> 00:14:40,960
+variation on properties اللي هو المادة .. التركيب
+
+142
+00:14:40,960 --> 00:14:44,120
+بتاعة المادة ممكن تكون .. ما تكونش متجانسة من مكان 
+
+143
+00:14:44,120 --> 00:14:47,620
+لآخر في ال .. في ال mechanical part و بتختلف ال
+
+144
+00:14:47,620 --> 00:14:52,740
+strength أو ال stress level effect of
+
+145
+00:14:52,740 --> 00:14:56,240
+thermomechanical treatment or properties أنا ممكن
+
+146
+00:14:56,240 --> 00:15:00,660
+أكون أعمل معالجة سطحية أو معالجة كلية، إذا أعمل
+
+147
+00:15:00,660 --> 00:15:02,420
+معالجة سطحية، بيبقى إن الخواص الميكانيكية على
+
+148
+00:15:02,420 --> 00:15:06,660
+السطح تختلف عن جوا المعدن أو جوا ال part
+
+149
+00:15:10,370 --> 00:15:12,670
+the validity of mathematical model is used to
+
+150
+00:15:12,670 --> 00:15:17,650
+represent reality أنا عشان أحسب ال stresses بستخدم
+
+151
+00:15:17,650 --> 00:15:24,030
+إيهاش نماذج رياضية لأن هالنماذج الرياضية تمثل
+
+152
+00:15:24,030 --> 00:15:27,790
+الحقيقة دي اداش تمثلها تمثلها 90% 100% طبعا مستحيل
+
+153
+00:15:27,790 --> 00:15:33,890
+تمثلها 100% تمثيل رياضي لتغيير ال stress في مادة
+
+154
+00:15:33,890 --> 00:15:38,790
+نتيجة جيومتر معين ونتيجة loading معينة بيأثر على
+
+155
+00:15:38,790 --> 00:15:41,490
+ال uncertainty في ال stress أو ال strength
+
+156
+00:15:44,270 --> 00:15:48,790
+effect مثلا effect of corrosion and wear corrosion
+
+157
+00:15:48,790 --> 00:15:55,750
+هو التأكل نتيجة ال .. البيئة المحيطة، ممكن تكون
+
+158
+00:15:55,750 --> 00:16:00,890
+بيئة كيميائية، بيئة بحرية أو حتى بيئة مثلا إشعاع،
+
+159
+00:16:00,890 --> 00:16:05,650
+هذه كلها بيئة بتعمل corrosion ال wear ناتج عن إشي
+
+160
+00:16:05,650 --> 00:16:06,670
+ميكانيكي mechanical
+
+161
+00:16:14,750 --> 00:16:19,530
+طبعا ال .. عشان أحس بال uncertainty بس بالزمن طبعا
+
+162
+00:16:19,530 --> 00:16:24,590
+أعمال ال .. أو ال design parameters تغيراتها نحكي
+
+163
+00:16:24,590 --> 00:16:30,670
+statistical أو تتغير بطريقة random أو عشوائية
+
+164
+00:16:30,670 --> 00:16:35,950
+وبالتالي ممكن أستخدم اللي هو .. اللي هو قوانين ال
+
+165
+00:16:35,950 --> 00:16:39,750
+.. الإحصاء لدراسة أو حساب كمية ال .. أو ال
+
+166
+00:16:39,750 --> 00:16:42,890
+uncertainty في .. في property معين أو parameter
+
+167
+00:16:42,890 --> 00:16:43,530
+معينة
+
+168
+00:16:46,150 --> 00:16:51,250
+طبعا هذا بيطلب يكون عنده توافر للبيانات الإحصائية
+
+169
+00:16:51,250 --> 00:16:58,190
+هذا بيعطينا يعني لو مصطلح بيقدنا مصطلح ال
+
+170
+00:16:58,190 --> 00:17:03,870
+reliability reliable الاعتمادية الاعتمادية هي قياس
+
+171
+00:17:03,870 --> 00:17:10,010
+إحصائي لاحتمالية أن ال part ما يصلوش failure خلال
+
+172
+00:17:10,010 --> 00:17:14,950
+الاستخدام الاعتمادية هي احتمالية أو قياس إحصائي
+
+173
+00:17:14,950 --> 00:17:20,090
+لاحتمالية عدم الانهيار خلال الاستخدام أو هي قياس
+
+174
+00:17:20,090 --> 00:17:23,470
+للنجاح معناته
+
+175
+00:17:26,280 --> 00:17:31,420
+إذا كانت احتمالية ال failure رمزلة بالرمز P هيكون
+
+176
+00:17:31,420 --> 00:17:35,260
+ال reliability هيكون 1 minus probability of
+
+177
+00:17:35,260 --> 00:17:39,440
+failure يعني النجاح زائد ال failure مجموعهم إيه؟
+
+178
+00:17:39,440 --> 00:17:43,980
+واحد بيكملوا بعض مثال
+
+179
+00:17:43,980 --> 00:17:50,280
+إذا عندي ألف part تم تصنيعهم وستة من القطع اللي
+
+180
+00:17:50,280 --> 00:17:56,410
+انتجتهم fail معناته ال probability of failure ستة
+
+181
+00:17:56,410 --> 00:18:01,090
+على ألف معناته ال reliability هتكون واحد ناقص ستة
+
+182
+00:18:01,090 --> 00:18:05,250
+على ألف سواء point تسعة تسعة أربعة يعني من كل ألف
+
+183
+00:18:05,250 --> 00:18:07,790
+part هينجح تسعمية أربعة وتسعين
+
+184
+00:18:14,220 --> 00:18:17,180
+over all reliability of a series system هو عبارة
+
+185
+00:18:17,180 --> 00:18:24,280
+عن حاصل ضرب ال individual reliabilities مثال إذا 
+
+186
+00:18:24,280 --> 00:18:31,680
+عندي شافت عمود عليه two bearings هاي الشافت عليه
+
+187
+00:18:31,680 --> 00:18:40,360
+bearingين يعني bearingين هذا ال bearing هي
+
+188
+00:18:40,360 --> 00:18:42,720
+reliability واحد هذا reliability
+
+189
+00:18:51,350 --> 00:19:02,350
+التانية مثلا 95% التوتر البيلي دي هتكون R1 R2 يعني
+
+190
+00:19:02,350 --> 00:19:13,510
+هتكون 0.98 في 0.95 اللي هي 0.93
+
+191
+00:19:17,470 --> 00:19:22,690
+و منطقي أن أحكي حاصل الضرب لأنه في نسبة failure
+
+192
+00:19:22,690 --> 00:19:29,570
+هنا 2% و هنا في نسبة failure 5% فده اللي بيعمل
+
+193
+00:19:29,570 --> 00:19:34,290
+اللي هو التأثير المدمج بتاعهم هيقلل ال total
+
+194
+00:19:34,290 --> 00:19:39,870
+reliability هتكون أقل من أقل واحد فمنطقي
+
+195
+00:19:39,870 --> 00:19:40,890
+أنك تضربهم بعض
+
+196
+00:19:45,690 --> 00:19:52,330
+ال dimensions و ال tolerances في
+
+197
+00:19:52,330 --> 00:19:55,350
+عند ال nominal size في عند ال size we use in
+
+198
+00:19:55,350 --> 00:20:00,750
+speaking of an element يعني ممكن أحكي والله ما
+
+199
+00:20:00,750 --> 00:20:07,970
+صورة اثنين انش روح قيسها فتكونش اثنين انش هذا
+
+200
+00:20:07,970 --> 00:20:14,300
+متعرف عليه و فتالة مش مطلوب ال nominal size إنه
+
+201
+00:20:14,300 --> 00:20:20,460
+يُحاكي أو يساوي ال .. ال size الحقيقي ال limits
+
+202
+00:20:20,460 --> 00:20:23,180
+اللي هي stated maximum and minimum dimensions of a
+
+203
+00:20:23,180 --> 00:20:26,220
+dimension إذا أي part بيكون مثلا .. مثلا قطر دائرة
+
+204
+00:20:26,220 --> 00:20:33,060
+معينة مثلا عشرة عادة بتكون فيها variation من قيمة
+
+205
+00:20:33,060 --> 00:20:37,780
+دنيا لقيمة عظمى القيمة الدنيا و القيمة العظمى دول
+
+206
+00:20:37,780 --> 00:20:42,260
+ال limits of dimension  ال deviation اللي هو ال
+
+207
+00:20:42,260 --> 00:20:44,800
+tolerance هو الفرق بين ال two limits tolerance
+
+208
+00:20:44,800 --> 00:20:51,300
+اللي هو ال maximum limit minus ال minimum limit ال
+
+209
+00:20:51,300 --> 00:20:54,540
+tolerance ممكن يكون bilateral مثلا أنا عندي shaft
+
+210
+00:20:54,540 --> 00:21:01,680
+واحد جاي القطر five
+
+211
+00:21:01,680 --> 00:21:07,400
+مثلا عشرة plus or minus واحد هذا بسميه bilateral
+
+212
+00:21:07,400 --> 00:21:13,640
+tolerance يعني يعني هيكون عند القيمة الوسطى عشرة
+
+213
+00:21:13,640 --> 00:21:17,540
+والتغير أعلى أو أقل منها إيش متساوٍ فعند ال
+
+214
+00:21:17,540 --> 00:21:28,180
+unilateral مثلا هيكون هذه ثلاثين
+
+215
+00:21:28,180 --> 00:21:31,340
+ناقص
+
+216
+00:21:31,340 --> 00:21:37,080
+صفر زائد
+
+217
+00:21:40,520 --> 00:21:48,680
+واحد طب المفروض أكتب هنا ثلاثين point صفر هذا by
+
+218
+00:21:48,680 --> 00:21:51,720
+letter يعني في طرح نفسي عندي ال minimum value إيهاش
+
+219
+00:21:51,720 --> 00:21:58,240
+nominal أو ال basic size ال clearance هو ال
+
+220
+00:21:58,240 --> 00:22:02,260
+difference in size of two mating cylindrical parts
+
+221
+00:22:02,260 --> 00:22:04,260
+إذا عندي shaft
+
+222
+00:22:15,220 --> 00:22:25,780
+وعندي hole قداش
+
+223
+00:22:25,780 --> 00:22:29,240
+clearance
+
+224
+00:22:29,240 --> 00:22:36,340
+في
+
+225
+00:22:36,340 --> 00:22:40,540
+ال interference إذا كان ال whole
+
+226
+00:22:43,790 --> 00:22:54,850
+أصغر من ال shaft يكون في عنده إيش interference ال
+
+227
+00:22:54,850 --> 00:23:01,130
+allowance السماحية
+
+228
+00:23:01,130 --> 00:23:07,090
+هي ال minimum clearance
+
+229
+00:23:07,090 --> 00:23:13,550
+إذا كانت العلاقة إيش ال clearance أو ال maximum
+
+230
+00:23:13,550 --> 00:23:18,130
+interference
+
+231
+00:23:18,130 --> 00:23:24,710
+إذا
+
+232
+00:23:24,710 --> 00:23:33,510
+كانت العلاقة بين two parts interference طيب
+
+233
+00:23:33,510 --> 00:23:36,770
+نيجي لل calculation of significant figures
+
+234
+00:23:49,320 --> 00:23:52,180
+the accuracy of a real number depends on the number
+
+235
+00:23:52,180 --> 00:23:55,400
+of significant figures describing the number عدد
+
+236
+00:23:55,400 --> 00:24:00,040
+الأرقام طبعا
+
+237
+00:24:00,040 --> 00:24:03,960
+unless otherwise stated بشكل عام إلا إذا ذكرت غير
+
+238
+00:24:03,960 --> 00:24:07,600
+ذلك no
+
+239
+00:24:07,600 --> 00:24:10,280
+less than three significant figures should be used
+
+240
+00:24:10,280 --> 00:24:13,080
+in your calculation يعني ممكن تستخدمش أقل من تلاتة
+
+241
+00:24:13,080 --> 00:24:14,900
+significant figures
+
+242
+00:24:20,380 --> 00:24:23,260
+مثلا عند رقمها ده سبعمائة وستة أكمل significant
+
+243
+00:24:23,260 --> 00:24:28,900
+figure فيه صفر
+
+244
+00:24:28,900 --> 00:24:35,280
+ولا تلاتة؟ تلاتة تلاتة ومتواحد أربعة Zero point
+
+245
+00:24:35,280 --> 00:24:41,500
+zero zero اثنين واحد تسعة مش خمسة يعني تلاتة ماشي
+
+246
+00:24:41,500 --> 00:24:45,100
+هدول بيعني three significant figures
+
+247
+00:24:49,570 --> 00:24:55,410
+طيب عندي الرقم واحد وتسعون ألف قصت مية إذا بدي
+
+248
+00:24:55,410 --> 00:24:57,790
+أعتبره three significant figures ممكن أكتب واحد
+
+249
+00:24:57,790 --> 00:25:04,990
+وتسعون بون ستة في عشرة قصت تلاتة إذا بدي أعتبره
+
+250
+00:25:04,990 --> 00:25:10,730
+أربع هيكون واحد وتسعون بون ستة صفر في عشرة قصت
+
+251
+00:25:10,730 --> 00:25:15,510
+أربعة قصت
+
+252
+00:25:15,510 --> 00:25:17,750
+إيش؟ قصت تلاتة
+
+253
+00:25:20,520 --> 00:25:27,600
+إذا عندي مثلا خمسة point واحد أربعة وعندي رقم
+
+254
+00:25:27,600 --> 00:25:39,620
+تلاتة point سبعة ستة خمسة وعندي رقم اثنين point
+
+255
+00:25:39,620 --> 00:25:43,280
+خمسة تلاتة صفر
+
+256
+00:25:46,440 --> 00:25:52,880
+نحكي أننا نضربهم خمسة point واحد أربعة في تلاتة
+
+257
+00:25:52,880 --> 00:25:59,560
+point سبعة ستة خمسة في اثنين point خمسة تلاتة صفر
+
+258
+00:25:59,560 --> 00:26:01,540
+واحد احسبوا ده الرقم واعطوني الجواب
+
+259
+00:26:17,610 --> 00:26:23,170
+تسعة ستة اثنين ستة كم ثمانية وأربعين تسعة ستة
+
+260
+00:26:23,170 --> 00:26:27,070
+اثنين ستة ثمانية وأربعين تسعة ستة اثنين ستة كم
+
+261
+00:26:27,070 --> 00:26:32,090
+كم طلع معاك تسعة ستة اثنين ستة ثمانية وأربعين
+
+262
+00:26:32,090 --> 00:26:37,710
+point تسعة ستة اثنين ستة هيك صح
+
+263
+00:26:48,590 --> 00:26:56,290
+إيش الجواب لازم يطلع .. لازم عشان أكتبه صح؟ تسعة
+
+264
+00:26:56,290 --> 00:27:03,330
+وأربعين فاصلة صفر تسعة
+
+265
+00:27:03,330 --> 00:27:05,830
+وأربعين فاصلة صفر
+
+266
+00:27:07,850 --> 00:27:13,870
+طلع يا أستاذ فيه trick معناته بدك الجواب إنه بيعتمد
+
+267
+00:27:13,870 --> 00:27:17,770
+على العدد اللي فيه ال minimum number of
+
+268
+00:27:17,770 --> 00:27:21,210
+significant figures اللي صار إنه عندي هنا لما نقرب
+
+269
+00:27:21,210 --> 00:27:26,290
+هذه صارت يا أستاذ عشرة معناته إذا صارت يا أستاذ تسعة و
+
+270
+00:27:26,290 --> 00:27:32,590
+أربعين صفر طيب لو خلت هذه أخذنا نعدل شوية هذه أربعة
+
+271
+00:27:32,590 --> 00:27:40,150
+وطلعوا الرقم من أول لدي خمسة point واحد أربعة في
+
+272
+00:27:40,150 --> 00:27:43,310
+تلاتة point سبعة ستة خمسة في اثنين point أربعة
+
+273
+00:27:43,310 --> 00:27:51,070
+تلاتة صفر واحد سبعة وأربعين اعطيني كل الرقم سبعة
+
+274
+00:27:51,070 --> 00:27:58,070
+وأربعين point صفر اثنين سبعة وخمسة سبعة وخمسة ستكون
+
+275
+00:27:58,070 --> 00:28:07,070
+سبعة وأربعين point صفر طيب خلي
+
+276
+00:28:07,070 --> 00:28:08,010
+هذا ستة
+
+277
+00:28:16,390 --> 00:28:24,570
+خمسة وأربعين point سبعة سبعة ثمانية أربعة إيش جواب
+
+278
+00:28:24,570 --> 00:28:30,390
+الصح الصح خمسة وأربعين point ثمانية
+
+279
+00:28:51,510 --> 00:28:58,950
+طب في الكتاب في مسائل مرتبطة مع بعض يعني على سبيل
+
+280
+00:28:58,950 --> 00:29:03,630
+المثال مسألة في chapter تلاتة واحد وأربعة خمسين 
+
+281
+00:29:03,630 --> 00:29:09,810
+وأربعة أربعة وسبعين مرتبطين مع بعض نأخذ مثلاً مسألة
+
+282
+00:29:09,810 --> 00:29:16,210
+chapter ثلاثة ثلاثة ثلاثة وسبعين مع أربعة وثمانين
+
+283
+00:29:16,210 --> 00:29:20,240
+وعشرين مع أربعة أربعة وثلاثين، مع أربعة وأربعين، مع
+
+284
+00:29:20,240 --> 00:29:24,200
+خمسة وأربعين، مع ستة واثنين وأربعين، مع سبعة
+
+285
+00:29:24,200 --> 00:29:27,800
+واتناشر، سبعة وواحد وعشرين، سبعة واثنين وعشرين، سبعة
+
+286
+00:29:27,800 --> 00:29:31,340
+خمسة وثلاثين، أحد عشر وتسعة وعشرين، أحد عشر وثلاثين،
+
+287
+00:29:31,340 --> 00:29:34,520
+ثلاثة عشر وسبعة وثلاثين، أربعة عشر، سبعة وثلاثين، هذياش
+
+288
+00:29:34,520 --> 00:29:41,720
+مسائل مرتبطة من بداية الكتاب كنت
+
+289
+00:29:41,720 --> 00:29:42,660
+بنتبه لنقطة هذه
+
+290
+00:29:47,550 --> 00:29:54,150
+أنا لمحاكوا بحط الجدول هذا عندي وبشوفه دائماً ايش 
+
+291
+00:29:54,150 --> 00:30:02,070
+المثال المرتبطة خلّي أمامي دائماً طبعاً
+
+292
+00:30:02,070 --> 00:30:07,010
+في الـ course الأول هنوصل لحد وين؟ لحد chapter 7
+
+293
+00:30:30,630 --> 00:30:33,150
+ماعطينا في الكتاب اللي هو case study power
+
+294
+00:30:33,150 --> 00:30:36,590
+transmission case study power transmission يعني دي 
+
+295
+00:30:36,590 --> 00:30:41,250
+عمل gearbox .. دي عمل gearbox ما أعطى الـ desire
+
+296
+00:30:41,250 --> 00:30:45,050
+requirements أول شيء حاكي الـ power to be delivered
+
+297
+00:30:45,050 --> 00:30:52,050
+اللي هو القدرة اللي هشيلها عشرين حصان الـ input
+
+298
+00:30:52,050 --> 00:30:57,950
+speed ع الجير بوكس ألف وسبعة وخمسين rpm الـ out
+
+299
+00:30:57,950 --> 00:31:06,650
+speed خمسة وتونين rpm طبعاً هذا جير بوكس مصنعه إنه يشيل
+
+300
+00:31:06,650 --> 00:31:13,730
+أحمال منتظمة زي conveyor belts أو blowers أو 
+
+301
+00:31:13,730 --> 00:31:18,710
+مولدات الـ output shaft و الـ input shaft inline
+
+302
+00:31:18,710 --> 00:31:24,450
+يعني محاور الـ in و الـ out جايين زي الـ gearbox ..
+
+303
+00:31:24,450 --> 00:31:31,390
+زي الـ gearbox السيارة base mounted with four bolts
+
+304
+00:31:31,390 --> 00:31:34,770
+هيكون في عنده الـ مسك بأربع براغي
+
+305
+00:31:36,580 --> 00:31:42,820
+continuous operation هيكون يشتغل بشكل مستمر مصمم
+
+306
+00:31:42,820 --> 00:31:48,000
+أنه يعيش ست سنوات بمعدل ثمان ساعات في اليوم خمسة
+
+307
+00:31:48,000 --> 00:31:52,320
+أيام في الأسبوع مطلوب يكون هذا كله الـ design
+
+308
+00:31:52,320 --> 00:31:59,240
+consideration minimum maintenance سعره يكون منافس
+
+309
+00:32:00,760 --> 00:32:03,580
+Input and output charts standard size for typical
+
+310
+00:32:03,580 --> 00:32:07,120
+couplings لازم الـ size بتاع الـ input و الـ output
+
+311
+00:32:07,120 --> 00:32:11,040
+تكون standard عشان نركب عليها الوصلات لأن في الآخر
+
+312
+00:32:11,040 --> 00:32:14,160
+في الـ input أنا حاول حوصله في الموتور وفي الـ
+
+313
+00:32:14,160 --> 00:32:23,820
+output حاول حوصله في الـ application تبعي هذه
+
+314
+00:32:23,820 --> 00:32:27,380
+كانت الطلبات الآن مواصفات design specifications
+
+315
+00:32:28,840 --> 00:32:33,060
+طبعاً ممكن requirement يصير specification .. ممكن
+
+316
+00:32:33,060 --> 00:32:37,260
+requirement يصير specification في عندي اللي هو الـ
+
+317
+00:32:37,260 --> 00:32:42,400
+power عشرين حصان الـ power efficiency طبعاً مش كل
+
+318
+00:32:42,400 --> 00:32:46,400
+power أنت الـ .. على الـ input تأخذها ففي عنده ايش؟
+
+319
+00:32:46,400 --> 00:32:50,280
+هذه specification يعني معطيني إياها خمسة وتسعين في
+
+320
+00:32:50,280 --> 00:32:50,680
+المئة
+
+321
+00:32:54,320 --> 00:32:59,900
+الـ steady state input speed اللي هي لما أول
+
+322
+00:32:59,900 --> 00:33:02,340
+التشغيل بيكونش steady state مظبوط الـ steady state
+
+323
+00:33:02,340 --> 00:33:07,160
+input speed 1750 rpm الـ maximum input speed طبعاً
+
+324
+00:33:07,160 --> 00:33:15,080
+أنا معي مجال تكون السرعة كحد أقصى 2400 rpm الـ 
+
+325
+00:33:15,080 --> 00:33:18,340
+out speed ما أعطيني variation فيها tolerance من 82 لـ
+
+326
+00:33:18,340 --> 00:33:23,710
+88 في الـ consideration حاجة ما أعطيني إياها خمس سبنين لكن
+
+327
+00:33:23,710 --> 00:33:26,490
+على أرض الواقع في الـ specification ايه اللي بيكون
+
+328
+00:33:26,490 --> 00:33:31,430
+فيها variation usually
+
+329
+00:33:31,430 --> 00:33:35,850
+الـ low shock levels occasional moderate shock يعني
+
+330
+00:33:35,850 --> 00:33:40,130
+هتتعرض لصدمات منخفضة أو بالمناسبة هتتعرض لمصادمات
+
+331
+00:33:40,130 --> 00:33:45,850
+متوسطة الـ input والـ output should extend four inch
+
+332
+00:33:45,850 --> 00:33:49,690
+outside gearbox يعني لو هي الـ body بتاع الـ gearbox
+
+333
+00:33:52,470 --> 00:33:57,370
+هي الـ input shaft وهي الـ output shaft هيكون دي هين
+
+334
+00:33:57,370 --> 00:34:08,610
+ايش أربع انش وهين أربع انش معطيني
+
+335
+00:34:08,610 --> 00:34:12,310
+الـ input و الـ output shaft diameter tolerance يعني
+
+336
+00:34:12,310 --> 00:34:16,370
+هيكون هين الـ diameter plus و minus point او او one
+
+337
+00:34:16,370 --> 00:34:22,240
+inch معطيني الـ concentricity و الـ alignment بين الـ
+
+338
+00:34:22,240 --> 00:34:27,620
+input و الـ output shaft ماطيني الـ maximum اللي هو
+
+339
+00:34:27,620 --> 00:34:31,860
+بالـ load إنه الـ input shaft هيكون axial load خمسين
+
+340
+00:34:31,860 --> 00:34:36,080
+pound و الـ .. و المستعرض مية pound الـ maximum لو
+
+341
+00:34:36,080 --> 00:34:40,220
+الـ لوكت على الـ output chart خمسين pound و الـ
+
+342
+00:34:40,220 --> 00:34:45,980
+transverse خمسمائة pound force محدد
+
+343
+00:34:45,980 --> 00:34:50,460
+للحجم أنا ما بدي اشتغل على gearbox حجمه كبير بدي
+
+344
+00:34:50,460 --> 00:34:53,560
+أصغر ممكن مثلاً maximum gearbox size أربعة عشر في
+
+345
+00:34:53,560 --> 00:34:57,000
+أربعة عشر الـ inch يعني أربعة عشر في أربعة عشر
+
+346
+00:35:01,340 --> 00:35:07,220
+هذا أربعة عشر في أربعة عشر في الارتفاع كام؟ اثنين و
+
+347
+00:35:07,220 --> 00:35:12,480
+عشرين انش القاعدة
+
+348
+00:35:12,480 --> 00:35:18,980
+هتتبت بأربعة bolts الـ
+
+349
+00:35:18,980 --> 00:35:22,040
+mounting orientation only with base on bottom يعني
+
+350
+00:35:22,040 --> 00:35:26,660
+القاعدة بتكون دائماً تحت يعني مش هتتركبوا معايا أو
+
+351
+00:35:26,660 --> 00:35:35,570
+أي اتجاه ثاني one hundred percent duty cycle الـ 
+
+352
+00:35:35,570 --> 00:35:42,050
+maintenance schedule نظام الصيانة بدك تعمل تشيك
+
+353
+00:35:42,050 --> 00:35:47,730
+على الزيت كل ألفين ساعة تشغيل وتغير الزيت كل ثمان
+
+354
+00:35:47,730 --> 00:35:51,990
+آلاف ساعة يعني ده تشيك كل ألفين إذا شفت محتاج زيت
+
+355
+00:35:51,990 --> 00:35:55,830
+أضيف له زيت بس بكل حوالي كل ثمان آلاف ساعة بدك تغير
+
+356
+00:35:55,830 --> 00:35:57,370
+الزيت
+
+357
+00:36:00,100 --> 00:36:04,980
+الـ gears and bearings life أكثر من اثنا عشر ألف ساعة
+
+358
+00:36:04,980 --> 00:36:12,380
+infinite shaft life الـ gears و الـ bearings و
+
+359
+00:36:12,380 --> 00:36:17,960
+الـ shafts are replaceable لازم في عندي access للـ
+
+360
+00:36:17,960 --> 00:36:23,680
+checking للزيت لازم أعملي تفريغ لدرانج وتعبيط 
+
+361
+00:36:23,680 --> 00:36:29,740
+الزيت تكون سهلة بدون ما أفك الـ gearbox يعني لازم
+
+362
+00:36:29,740 --> 00:36:33,000
+أكون عمري تغير ذات زي جير السيارة تغير ذات فيه
+
+363
+00:36:33,000 --> 00:36:35,820
+سهل ومظبوط وتفريغه سهل
+
+364
+00:36:38,470 --> 00:36:43,310
+الـ manufacturing cost لكل وحدة يكون أقل من ثلاثمائة
+
+365
+00:36:43,310 --> 00:36:52,070
+دولار القدرة الإنتاجية عشر آلاف gearbox في السنة
+
+366
+00:36:52,070 --> 00:36:55,190
+الـ gearbox ده حاجة تشغل في الـ temperature تروح 
+
+367
+00:36:55,190 --> 00:37:00,610
+بين ناقص عشرة ومئة وعشرين Fahrenheit لازم يكون
+
+368
+00:37:00,610 --> 00:37:06,670
+معزول في ceiling against water والغبار الـ noise
+
+369
+00:37:06,670 --> 00:37:12,370
+level يكون أقل من خمسة وثمانين decibel على بعد متر
+
+370
+00:37:12,370 --> 00:37:15,750
+هذا
+
+371
+00:37:15,750 --> 00:37:19,330
+design specification يعني إذا بتحكي في عندك design
+
+372
+00:37:19,330 --> 00:37:22,130
+requirement based on design requirement بتعمل ايش؟
+
+373
+00:37:22,130 --> 00:37:25,170
+design specification بعدين تمشي بالـ process بتاعة
+
+374
+00:37:25,170 --> 00:37:31,890
+الـ design وهذا طبعاً ممكن تتغير في أي سؤال؟ هيك
+
+375
+00:37:31,890 --> 00:37:35,490
+بيقول خلصنا شبطة روحوا تاكلوا العافية 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..8a06553905734298a8732af9e721e7db66137b75
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_postprocess.srt
@@ -0,0 +1,1896 @@
+1
+00:00:05,670 --> 00:00:08,110
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,110 --> 00:00:13,870
+وبركاته هنكمل في مادة تصميم الألات واحد احنا لحد
+
+3
+00:00:13,870 --> 00:00:17,870
+تلان في ال design for fatigue او design for
+
+4
+00:00:17,870 --> 00:00:22,450
+dynamic loading المحاضرة اللي فاتت بدأنا نحكي عن
+
+5
+00:00:22,450 --> 00:00:28,070
+ال fluctuating stress diagram هنكمل اليوم احنا في
+
+6
+00:00:28,070 --> 00:00:32,900
+الشكل اللي احنا شايفينهاللي احنا عندنا هنا على
+
+7
+00:00:32,900 --> 00:00:35,260
+المحور اللغوي اللي هو ال alternating stress
+
+8
+00:00:35,260 --> 00:00:39,080
+component وعلى المحور الأفقي ال number of cycles
+
+9
+00:00:39,080 --> 00:00:44,420
+after failure ال curve أعلى curve هو مثل لحالة إيش
+
+10
+00:00:44,420 --> 00:00:49,380
+الميارية ال standard اللي بيكون ان اللي هو
+
+11
+00:00:49,380 --> 00:00:53,220
+completely reversed stress يعني ال mean stress
+
+12
+00:00:53,220 --> 00:01:00,760
+بيساوي zero الآن إذا بيصير ال mean stress إله قيمة
+
+13
+00:01:02,600 --> 00:01:08,900
+طبعا هذا هيأثر على اللي هو ال S-and diagram مش
+
+14
+00:01:08,900 --> 00:01:12,060
+حضار ال S-and diagram اللي هو for mean stress zero
+
+15
+00:01:12,060 --> 00:01:15,380
+هو نفس ال S-and diagram لكل حالات ال sigma M
+
+16
+00:01:15,380 --> 00:01:22,320
+بتستوي zero أكيد هيختلف لأن إذا تطلع عندهين إذا
+
+17
+00:01:22,320 --> 00:01:23,280
+ثبتت ال life
+
+18
+00:01:26,350 --> 00:01:29,510
+اللي هي ال alternating stress او زودت يعني انا في
+
+19
+00:01:29,510 --> 00:01:35,230
+هذه التجاهة بزيد ال sigma M هيك بتقل ال sigma
+
+20
+00:01:35,230 --> 00:01:39,590
+alternating او
+
+21
+00:01:39,590 --> 00:01:46,030
+اذا انا بدى اثبت ال sigma alternating هذا على حساب
+
+22
+00:01:46,030 --> 00:01:51,810
+العمر هيقل العمر القطعة معناته
+
+23
+00:01:52,550 --> 00:01:58,470
+ال stress أو ال S أندغرام بتأثر أو بتغير لو كان
+
+24
+00:01:58,470 --> 00:02:04,890
+تلمين stress component بستويش zero الشكل البعده
+
+25
+00:02:04,890 --> 00:02:09,880
+اللي هو ما يسمى constant life caresعلى ال
+
+26
+00:02:09,880 --> 00:02:12,020
+fluctuating stress diagram يعني عندي على المحور
+
+27
+00:02:12,020 --> 00:02:16,940
+هذا ال mean stress component وعلى المحور هذا ال
+
+28
+00:02:16,940 --> 00:02:23,580
+alternating stress component وكل curve بيمثل life
+
+29
+00:02:23,580 --> 00:02:29,240
+معينة اول curve تحت اللي هو infinite life مليون
+
+30
+00:02:29,240 --> 00:02:36,450
+cycle عندي هتكونيعني في الحالة هذه هتكون هذه الاش
+
+31
+00:02:36,450 --> 00:02:41,750
+ال SE ال SE و هنا عندي لو مديت عملت extra
+
+32
+00:02:41,750 --> 00:02:49,170
+pollution ممكن تصل ال SUT فكل
+
+33
+00:02:49,170 --> 00:02:57,990
+بلو مزود ال .. ال .. نحكي اللي هو ..
+
+34
+00:03:03,710 --> 00:03:11,870
+لحظة عشان اعيش مليون cycle محتاج SE قيمة معينة
+
+35
+00:03:11,870 --> 00:03:18,150
+عشان انا اعيش مثلا عشر تلاف cycle معناته بدي ..
+
+36
+00:03:18,150 --> 00:03:21,030
+انا ممكن احتاج strength اعلى، هتزيد ال strength
+
+37
+00:03:21,030 --> 00:03:24,750
+لإن انا هعيش أقل، مظبوط؟ عشان اعيش أكبر بدي أنزل
+
+38
+00:03:24,750 --> 00:03:25,250
+ال load
+
+39
+00:03:29,970 --> 00:03:36,130
+ال curve الجاي هذا مشطق من شكل ستة واحد تلاتين بس
+
+40
+00:03:36,130 --> 00:03:40,550
+هذا مشطق في حالة عندي .. في حالة infinite life
+
+41
+00:03:40,550 --> 00:03:45,190
+يعني عندي هين .. عندي هين SE هين عندي SE و هين SUT
+
+42
+00:03:45,190 --> 00:03:51,710
+هذا طبعا Godman line Godman line Godman
+
+43
+00:03:51,710 --> 00:03:58,070
+lineيعني أي إشي .. أي status stress واقع في ال
+
+44
+00:03:58,070 --> 00:04:02,210
+range هذا يعني تحت الخط هذا معناته هعيش infinite
+
+45
+00:04:02,210 --> 00:04:07,670
+life نرجع لشكل هذا أي status stress واقع في ال
+
+46
+00:04:07,670 --> 00:04:12,330
+range هذا معناته أكيد هيكون infinite life أي
+
+47
+00:04:12,330 --> 00:04:16,630
+status stress برا الخط هذا هيكون finite life
+
+48
+00:04:19,860 --> 00:04:23,260
+يعني لو كانت ال status trace عندى sigma m ال load
+
+49
+00:04:23,260 --> 00:04:27,480
+line بقى لو رسمت load line من zero كانت ال status
+
+50
+00:04:27,480 --> 00:04:34,200
+trace sigma m و sigma alternating لو ال load زاد
+
+51
+00:04:34,200 --> 00:04:38,830
+زاد زاد لحد ما اتقطع من الخط هذهببدأ أصير عندي
+
+52
+00:04:38,830 --> 00:04:43,630
+إيش؟ بعتبر أنه بدأت هذه الحالة الفاصلة لهذا ال
+
+53
+00:04:43,630 --> 00:04:47,730
+load بين ال infinite life و ال finite life في
+
+54
+00:04:47,730 --> 00:04:51,870
+الحالة هذه بيكون ال factor of safety بس طول ضلعه
+
+55
+00:04:51,870 --> 00:04:57,880
+ده OBعلى OA طبعا نسمع نسمة و تانية أسوأ أو بتساوي
+
+56
+00:04:57,880 --> 00:05:03,760
+Sigma A على S A و Sigma M على ال SM ال S A و ال
+
+57
+00:05:03,760 --> 00:05:07,360
+Sigma M ال S A و ال SM اللي هو مدي أحكي أنا ال ..
+
+58
+00:05:07,360 --> 00:05:12,280
+ال strength المناظرة اللي هي ال mean strength
+
+59
+00:05:12,280 --> 00:05:18,130
+المناظرةلا و ال .. و ال .. و ال .. و ال .. و ال
+
+60
+00:05:18,130 --> 00:05:22,710
+alternative strength المناضرة لل load تبعي .. لل
+
+61
+00:05:22,710 --> 00:05:27,950
+load تبعي لاحظوا ال godman line هذه طبعا
+
+62
+00:05:27,950 --> 00:05:31,230
+experimental data كلها جاية برا
+
+63
+00:05:34,250 --> 00:05:39,650
+حكى انه بعيش infinite life هو هيك ال prediction
+
+64
+00:05:39,650 --> 00:05:44,850
+تبعه لكن التجربة بتحكي لأ ممكن اتزود اكتر مانعته
+
+65
+00:05:44,850 --> 00:05:47,830
+هو conservative ولا non-conservative؟ conservative
+
+66
+00:05:47,830 --> 00:05:52,710
+المعادلة
+
+67
+00:05:52,710 --> 00:06:00,350
+بتاعة الخطة ده يعني أخد تلت نقاط على ال curve عن
+
+68
+00:06:00,350 --> 00:06:11,980
+دي handzero و SE عند النقطة هذه sut
+
+69
+00:06:11,980 --> 00:06:18,120
+و zero عند نقطتين على خط مستقيم بقدر أجيب المعادلة
+
+70
+00:06:18,120 --> 00:06:25,660
+المعادلة هتكون عند sigma a على se زاد sigma m على
+
+71
+00:06:25,660 --> 00:06:29,280
+sut بالسوء واحد هذا معادلة ال failure line
+
+72
+00:06:38,160 --> 00:06:42,620
+طبعا احنا الشكل اللي شايفينه في حالة اللي هي sigma
+
+73
+00:06:42,620 --> 00:06:47,760
+M او ال stress component موجبة ال stress component
+
+74
+00:06:47,760 --> 00:06:53,160
+موجبة يعني
+
+75
+00:06:53,160 --> 00:06:59,860
+على فكرة
+
+76
+00:06:59,860 --> 00:07:11,170
+المعادلة هذه المفروض تكون S A على S Aو SM على SUT
+
+77
+00:07:11,170 --> 00:07:19,070
+هذه معادلة اللي كتبت فيها خطأ ليش؟
+
+78
+00:07:19,070 --> 00:07:24,790
+لأن احنا حكينا ال factor of safety بالساوية يعني
+
+79
+00:07:24,790 --> 00:07:36,890
+معادلة الأصل تكون ال failure line SE على SE
+
+80
+00:07:38,750 --> 00:07:44,330
+زائد SM على
+
+81
+00:07:44,330 --> 00:07:55,070
+SUT بساوية واحدة ال factor of safety بساوية
+
+82
+00:07:55,070 --> 00:08:09,430
+SA على سجمة A بساوية SM على سجمة Mيعني الـ S A
+
+83
+00:08:09,430 --> 00:08:19,990
+بيسوا N Sigma A والـ S M بيسوا N Sigma M يعني
+
+84
+00:08:19,990 --> 00:08:34,030
+عوضنا هنا بيسراندي N Sigma A على S E زاد N Sigma M
+
+85
+00:08:34,030 --> 00:08:36,250
+على
+
+86
+00:08:40,410 --> 00:08:48,050
+Sct بساوة واحد إذا الان بساوة واحد معناته سريعة
+
+87
+00:08:48,050 --> 00:08:50,770
+المعادلة الصحية لكن الان بشكل اهم مابتكونش واحد
+
+88
+00:08:50,770 --> 00:08:55,030
+معناته الان الان
+
+89
+00:08:55,030 --> 00:08:59,870
+لو أخدت قسم التطرفية على ان بسرعة واحد على ان
+
+90
+00:09:09,840 --> 00:09:14,300
+معناته N بالساوية
+
+91
+00:09:14,300 --> 00:09:24,440
+Sigma A على S A زائد Sigma M على S U T والسالب
+
+92
+00:09:24,440 --> 00:09:24,820
+واحد
+
+93
+00:09:35,930 --> 00:09:39,690
+طبعا ال stress اللي شايفينه ال sigma a و ال sigma
+
+94
+00:09:39,690 --> 00:09:43,810
+m لازم يتضمن اذا فيه stress concentration يكون
+
+95
+00:09:43,810 --> 00:09:48,050
+مضمن فيه محسوب يعني هذا ال stresses after
+
+96
+00:09:48,050 --> 00:09:51,590
+including ال stress concentration factor
+
+97
+00:09:56,040 --> 00:09:58,900
+و ال S E اللي شايفينها هاد ال S E بعد ال
+
+98
+00:09:58,900 --> 00:10:03,480
+modification احنا عاوزين ال S E بسوى K A K B K C D
+
+99
+00:10:03,480 --> 00:10:09,180
+K D E K E في S A prime يعني هاد ال S E لازم كل
+
+100
+00:10:09,180 --> 00:10:10,900
+التعديلات تكون موجودة فيها
+
+101
+00:10:14,910 --> 00:10:18,750
+لأن إذا كان ال factor of safety أقل من واحد معناته
+
+102
+00:10:18,750 --> 00:10:22,170
+عندى infinite life لو حسبتي طلع عندى ال factor of
+
+103
+00:10:22,170 --> 00:10:31,710
+safety أقل من واحد معناته عندنا finite life الآن
+
+104
+00:10:33,860 --> 00:10:37,440
+ال curve هذا نفس ال curve بس هعمله normalization
+
+105
+00:10:37,440 --> 00:10:41,140
+ايش هال normalization يعني المحاور unitless محاور
+
+106
+00:10:41,140 --> 00:10:49,400
+unitless يعني هنا قسمت المحور القفقي المحور
+
+107
+00:10:49,400 --> 00:10:55,220
+القفقي الأساس هو كان sigma m قسمته على ال sut و
+
+108
+00:10:55,220 --> 00:11:01,090
+المحور الرأسي قسمنا اللي هوالـ sigma alternating
+
+109
+00:11:01,090 --> 00:11:06,970
+على SA فصارت الوحدات unitless الوحدات unitless
+
+110
+00:11:06,970 --> 00:11:12,930
+طبعا هذه النقاط بتمثل experimental data طالما ال
+
+111
+00:11:12,930 --> 00:11:18,390
+ال main stress component موجة بقى highly trend
+
+112
+00:11:18,390 --> 00:11:22,090
+بتاع ال experimental data لما يصير ال main stress
+
+113
+00:11:22,090 --> 00:11:24,690
+component سالبة
+
+114
+00:11:26,140 --> 00:11:32,020
+بسيرين دي خط أفقها قريبا خط أفقها معناته المعادلة
+
+115
+00:11:32,020 --> 00:11:38,680
+بتاعة اللي هي NF بالثاوية Sigma A على SE زي Sigma
+
+116
+00:11:38,680 --> 00:11:42,200
+M على S U T او ناقص واحد في حق في المربع الأول
+
+117
+00:11:42,200 --> 00:11:48,780
+يعني كانت ال Sigma M موجبة في المربع التاني بتكون
+
+118
+00:11:48,780 --> 00:11:54,020
+ال factor of set هو SE على Sigma alternatingطبعا
+
+119
+00:11:54,020 --> 00:11:58,640
+وجود compressive .. ال .. ال negative compressive
+
+120
+00:11:58,640 --> 00:12:06,620
+main component مفيدة .. مفيدة يعني بتطول عمر ال
+
+121
+00:12:06,620 --> 00:12:10,420
+parts عشان هيك مثلا في التروس بحط على الطبقة
+
+122
+00:12:10,420 --> 00:12:14,660
+الخارجية على السن عند ال fillet بحط compressive
+
+123
+00:12:14,660 --> 00:12:17,920
+stress compressive stress بيعمله shut .. shut pain
+
+124
+00:12:19,380 --> 00:12:22,120
+اللي في springs الزمبراكات بتاعة ال suspension
+
+125
+00:12:22,120 --> 00:12:28,420
+نظام التعليق بيكون مفروض من تحت عليها او من اعلى
+
+126
+00:12:28,420 --> 00:12:32,200
+بيسمع لها tension هو بيعملها بيعمل induced
+
+127
+00:12:32,200 --> 00:12:35,880
+compressive residual stresses على سطح العلوي
+
+128
+00:12:35,880 --> 00:12:42,760
+بيقضفها بكورات فبحط فيها negative stress فالوجود
+
+129
+00:12:42,760 --> 00:12:46,460
+ان يكون ال mini stress هذا طبعا هذا بشكل مقصود لكن
+
+130
+00:12:46,460 --> 00:12:51,020
+ال state of stress نتيجة ال loadingإذا كان ال
+
+131
+00:12:51,020 --> 00:12:56,860
+sigma أم negative في كتابنا الأحيان بتكون مفيدة،
+
+132
+00:12:56,860 --> 00:12:57,420
+بتفيدني
+
+133
+00:13:01,680 --> 00:13:06,100
+احنا في ال chapter او ال course هنستخدم اللي هو ال
+
+134
+00:13:06,100 --> 00:13:10,860
+curve هذا بشكل رئيسي يعني هنستخدم معادلة N of
+
+135
+00:13:10,860 --> 00:13:15,580
+بستوى sigma sigma A على S E زي sigma M على S U T
+
+136
+00:13:15,580 --> 00:13:20,460
+او اصطناقس واحد اذا كانت ال main stress موجبة او N
+
+137
+00:13:20,460 --> 00:13:23,380
+of بستوى S E على sigma A اذا كانت ال sigma main
+
+138
+00:13:23,380 --> 00:13:24,120
+ثالثة
+
+139
+00:13:29,910 --> 00:13:37,370
+الان ال for yielding for yielding
+
+140
+00:13:37,370 --> 00:13:43,110
+المفروض
+
+141
+00:13:43,110 --> 00:13:47,690
+في كل أحوالمادخلش في ال plastic range، يعني ال
+
+142
+00:13:47,690 --> 00:13:50,850
+stress level سواء كان ال alternative stress
+
+143
+00:13:50,850 --> 00:13:57,030
+component أو ال main stress component مانتخطى ال
+
+144
+00:13:57,030 --> 00:13:58,790
+yield strength، مانتخطى ال yield .. yield
+
+145
+00:13:58,790 --> 00:14:02,150
+strength، اذا اتخطنا ال yield strength عند النقطة
+
+146
+00:14:02,150 --> 00:14:05,150
+تحت الدراسة، المعنى انت خشيت في ال plastic range
+
+147
+00:14:05,860 --> 00:14:11,040
+يعني انا هاخد حالتين extremes انه الحالة الأولى
+
+148
+00:14:11,040 --> 00:14:17,660
+انه ال stress steady ال stress steady يعني مافيش
+
+149
+00:14:17,660 --> 00:14:21,200
+alternative stress component يعني عندي .. هتكون
+
+150
+00:14:21,200 --> 00:14:29,780
+عندي sigma a اللي هي او .. هيكون عندي sigma m و
+
+151
+00:14:29,780 --> 00:14:35,300
+zeroهذه الحالة الحالة التانية completely reversed
+
+152
+00:14:35,300 --> 00:14:42,420
+status of stress يعني هيكون عندي zero و sigma a
+
+153
+00:14:42,420 --> 00:14:47,000
+يعني هذه الحالة بيكون status of stress ايش و عليها
+
+154
+00:14:47,000 --> 00:14:59,080
+steady حالة تانية هذه في
+
+155
+00:14:59,080 --> 00:15:06,440
+كل أحوالال maximum stress level مش لازم يتخطى ال
+
+156
+00:15:06,440 --> 00:15:11,800
+yield إذا وصلت ال yield في الحالة هذه بنادخة تدخل
+
+157
+00:15:11,800 --> 00:15:14,920
+ال plastic range في الحالة هذه حتى لو كانت .. إذا
+
+158
+00:15:14,920 --> 00:15:18,860
+تخطيت ال yield هصير عندي إيش؟ اللي هو plastic
+
+159
+00:15:18,860 --> 00:15:24,200
+deformation يعني هصير yield لما هدي تكون تساوي
+
+160
+00:15:24,200 --> 00:15:32,630
+إيش؟ أسوأي أو هدي يكون عندىas why يعني هذا بيصير
+
+161
+00:15:32,630 --> 00:15:36,350
+yield يعني اتمثل failure by yield يعني بيصير عندي
+
+162
+00:15:36,350 --> 00:15:44,250
+failure ان احكي بده احكي two points two points بده
+
+163
+00:15:44,250 --> 00:15:46,810
+احكي two extreme points that
+
+164
+00:16:03,680 --> 00:16:19,540
+would cause plastic deformation are
+
+165
+00:16:19,540 --> 00:16:28,700
+اللي هي sy و zero هو zero
+
+166
+00:16:30,480 --> 00:16:37,360
+و As Y يعني لو بدى أرسمه على ال .. اللي هو Sigma M
+
+167
+00:16:37,360 --> 00:16:46,560
+Sigma A Diagram النقطة هذه هتكون هي As Y و
+
+168
+00:16:46,560 --> 00:16:57,110
+Zero النقطة هذه هتكون Zero و As Yمعناته إذا بتكون
+
+169
+00:16:57,110 --> 00:17:00,830
+ال failure criteria by yielding linear هتكون هذا
+
+170
+00:17:00,830 --> 00:17:06,330
+الخط مثل ال failure criteria ل other stress
+
+171
+00:17:06,330 --> 00:17:10,530
+situations ل other stress situations يعني ال
+
+172
+00:17:10,530 --> 00:17:13,370
+loading line هي loading line هي loading line و
+
+173
+00:17:13,370 --> 00:17:20,050
+المتقاطة هذه إيش تعمل؟ failure by yielding
+
+174
+00:17:33,280 --> 00:17:41,520
+فالخط الخط هذا اللي هو مثل ال failure by yielding
+
+175
+00:17:41,520 --> 00:17:48,280
+في حالة طبعا و الخط هذا اللي هو fatigue
+
+176
+00:17:52,050 --> 00:17:58,710
+و هذا ايش؟ fatigue failure يعني
+
+177
+00:17:58,710 --> 00:18:02,270
+yielding يعني .. يعني failure by yielding من أول
+
+178
+00:18:02,270 --> 00:18:07,270
+ما يصل ال load لل yield بيصير failure يعني من أول
+
+179
+00:18:07,270 --> 00:18:10,210
+cycle .. من أول cycle هتصيرله ايش؟ failure
+
+180
+00:18:13,360 --> 00:18:17,520
+او .. او بالاحرار من اول نص سايكل هتسيرله ايش فارغ
+
+181
+00:18:17,520 --> 00:18:22,020
+يعني من اول reversal من اول reversal هيكون هندخل
+
+182
+00:18:22,020 --> 00:18:30,120
+ال yield اذا
+
+183
+00:18:30,120 --> 00:18:35,160
+انا كنت في ال range هذا بيكون
+
+184
+00:18:35,160 --> 00:18:37,720
+عندي infinite life infinite
+
+185
+00:18:39,670 --> 00:18:43,370
+life لأن هذا يمثل ال border إذا أنا أعلى من هذا
+
+186
+00:18:43,370 --> 00:18:49,330
+بكون finite life إذا تحته إيش infinite life إذا
+
+187
+00:18:49,330 --> 00:18:54,710
+تخطيت هذا الخط لأعلى بتكون عندك طبعا yielding
+
+188
+00:18:54,710 --> 00:18:57,770
+هتخليه لجي على طول معناته ال life بتكون أقل من
+
+189
+00:18:57,770 --> 00:19:06,930
+واحد نص ال life بتكون أقل من واحد هذا الخط هنا هنا
+
+190
+00:19:10,000 --> 00:19:14,680
+انا في المنطقة دخلت ال yielding دخلت ال yielding
+
+191
+00:19:14,680 --> 00:19:16,980
+على الرغم لسه من ناحية failure لسه بيحكي ماصارش
+
+192
+00:19:16,980 --> 00:19:20,160
+لسه انت infinite لكن طالما دخلت ال yielding معناته
+
+193
+00:19:20,160 --> 00:19:25,580
+الأن أقل من واحد مظبوط يعني لو مش حاطط ال yielding
+
+194
+00:19:25,580 --> 00:19:29,100
+هنا هيحكي لي لأ لسه انت infinite لأ لكن ال
+
+195
+00:19:29,100 --> 00:19:32,800
+yielding بتحكي لأ انت دخلت ال yielding لأن هاي ال
+
+196
+00:19:32,800 --> 00:19:35,560
+border بتاعة ال yielding معناته الأن أقل من واحد
+
+197
+00:19:35,560 --> 00:19:41,250
+اللي هي نصهذا في حالة ال sigma m موجود في حالة
+
+198
+00:19:41,250 --> 00:19:48,730
+sigma m سلبة هذا هو ال borderline بتاع ال yielding
+
+199
+00:19:48,730 --> 00:19:52,410
+هذا ال borderline بتاع ال fatigue failure عند هنا
+
+200
+00:19:52,410 --> 00:19:58,070
+برضه infinite life اذا كنت هنا في المنطقة هذه ان
+
+201
+00:19:58,070 --> 00:20:02,630
+اقل من واحد يعني دخلت ال yielding هنا دخلت ال
+
+202
+00:20:02,630 --> 00:20:04,570
+yielding في المنطقة هذه هنا دخلت ال yielding
+
+203
+00:20:08,200 --> 00:20:12,520
+ال yielding و ال failure criteria معناته لسه انا
+
+204
+00:20:12,520 --> 00:20:15,620
+ماوصلتش ال yielding معناته هيعيش لعمر معين هتكون
+
+205
+00:20:15,620 --> 00:20:20,980
+ال n بين واحد و ما لنهاية و هنا ال n بين واحد و ما
+
+206
+00:20:20,980 --> 00:20:27,000
+لنهاية يعني هذا ال curve جامع على كل شيء
+
+207
+00:20:27,000 --> 00:20:31,780
+معناته انا لازم افحص for both fatigue failure و
+
+208
+00:20:31,780 --> 00:20:37,550
+for yielding معادة الخطة ده اللي هيوالخطة الاخرى
+
+209
+00:20:37,550 --> 00:20:43,150
+ناقص ناقص
+
+210
+00:20:43,150 --> 00:20:47,910
+واحد ناقص
+
+211
+00:20:47,910 --> 00:20:48,010
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+212
+00:20:48,010 --> 00:20:48,090
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+213
+00:20:48,090 --> 00:20:48,210
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+214
+00:20:48,210 --> 00:20:48,370
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+215
+00:20:48,370 --> 00:20:50,350
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+216
+00:20:50,350 --> 00:20:52,130
+ن
+
+217
+00:20:54,330 --> 00:20:58,790
+سيجما ام في الحالة دي هي موجبة فهتكون مجموهم هين
+
+218
+00:20:58,790 --> 00:21:02,010
+سيجما ام ثانوية ناخد القيم المطلقة ليش مستريش موجب
+
+219
+00:21:02,010 --> 00:21:07,450
+معناته هذا الخط بيكون المراية .. هاي في مراية هين
+
+220
+00:21:07,450 --> 00:21:14,190
+هيكون هذا ال mirror image لهذا الخط صح؟
+
+221
+00:21:14,190 --> 00:21:18,170
+طيب
+
+222
+00:21:18,170 --> 00:21:20,170
+نشوف الحلو مثال
+
+223
+00:21:48,050 --> 00:21:55,090
+a steel bar undergoes cyclic loading عند قطع
+
+224
+00:21:55,090 --> 00:21:59,250
+ميكانيكية من الحديد تحت تأثير ال cyclic loading
+
+225
+00:22:00,280 --> 00:22:03,180
+such that at the critical notch location في الموقع
+
+226
+00:22:03,180 --> 00:22:07,440
+اللي هو ال critical عنده normal stress cycles
+
+227
+00:22:07,440 --> 00:22:15,280
+between عندي sigma max بده اقول ان هي nominal
+
+228
+00:22:15,280 --> 00:22:26,760
+بتستوى اربعين Kpsi و sigma minimum nominal
+
+229
+00:22:29,800 --> 00:22:37,560
+بساوة عشرين KPSI and
+
+230
+00:22:37,560 --> 00:22:40,880
+a fatigue stress concentration factor applicable
+
+231
+00:22:40,880 --> 00:22:46,260
+with KF بساوة one point two KF لما انا احكي نمو
+
+232
+00:22:46,260 --> 00:22:48,880
+لبناطو ال stress concentration factor مش included
+
+233
+00:22:48,880 --> 00:22:53,220
+لسه KF بساوة one point two
+
+234
+00:22:56,830 --> 00:23:10,370
+For the material المادة الـ SUT 100 والـ
+
+235
+00:23:10,370 --> 00:23:14,390
+SY 85
+
+236
+00:23:14,390 --> 00:23:20,970
+And
+
+237
+00:23:20,970 --> 00:23:23,690
+a fully corrected endurance limit معطينيها جاهزة
+
+238
+00:23:23,690 --> 00:23:25,250
+SE بالساوية 40
+
+239
+00:23:40,640 --> 00:23:44,600
+estimate the fatigue factor of safety based on
+
+240
+00:23:44,600 --> 00:23:48,440
+achieving infinite life according to godman line
+
+241
+00:23:48,440 --> 00:23:54,240
+دي نفس ال factor of safety اللي هو الفتيك في الأول
+
+242
+00:23:54,240 --> 00:23:59,980
+لازم نقاش أحسب بدي أحسب sigma mean nominal إيش
+
+243
+00:23:59,980 --> 00:24:07,440
+الساوي sigma max nominal زائد sigma minimum
+
+244
+00:24:07,440 --> 00:24:17,820
+nominal على اتنينيعني هتساوي اللي هي اربعين زاد
+
+245
+00:24:17,820 --> 00:24:26,400
+عشرين على اتنين يعني تلاتين KPI صحيح و ال sigma M
+
+246
+00:24:26,400 --> 00:24:36,530
+ال sigma A alternating nominal ساوي ال sigma maxO
+
+247
+00:24:36,530 --> 00:24:43,430
+minus sigma minimum nominal على اتنين يعني هكون
+
+248
+00:24:43,430 --> 00:24:52,610
+سوى اربعين ناقص عشرين على اتنين اللي هي عشرة KPSI
+
+249
+00:25:00,420 --> 00:25:04,420
+الان to include الفاكره ستحضر في KF هتكون عندي
+
+250
+00:25:04,420 --> 00:25:15,260
+sigma M هتساوي KF في sigma M nominal يعني هكون one
+
+251
+00:25:15,260 --> 00:25:19,200
+point two في
+
+252
+00:25:19,200 --> 00:25:25,600
+تلاتين هيكون ساوي ستة وتلاتين KPSI
+
+253
+00:25:27,710 --> 00:25:33,630
+و ال sigma alternating هتكون ساوي KF sigma
+
+254
+00:25:33,630 --> 00:25:38,970
+alternating nominal in one point two في عشرة
+
+255
+00:25:38,970 --> 00:25:53,590
+اتناشر KPSI يعني graphically انا
+
+256
+00:25:53,590 --> 00:26:02,640
+عند ال SUT ميةهنحكي واحد هاي عشرة عشرين تلاتين
+
+257
+00:26:02,640 --> 00:26:15,160
+اربعين خمسين ستين سبعين تمانين هاي تسعين هاي مية
+
+258
+00:26:15,160 --> 00:26:18,340
+هاي
+
+259
+00:26:18,340 --> 00:26:27,270
+عندي عشرةعشرين، تلاتين، اربعين، خمسين، ستين،
+
+260
+00:26:27,270 --> 00:26:38,060
+سبعين، تمانين، تسعينيعني عندي عشرة عشرين تلاتين
+
+261
+00:26:38,060 --> 00:26:49,940
+اربعين خمسين ستين سبعين تمانين تسعين مية هذا ال
+
+262
+00:26:49,940 --> 00:26:56,570
+sigma Maccess وده sigma alternating access هندي
+
+263
+00:26:56,570 --> 00:27:07,050
+عشرة عشرين تلاتين اربعين خمسين ستين سبعين تمانين
+
+264
+00:27:07,050 --> 00:27:13,910
+ايه تسعين ال
+
+265
+00:27:13,910 --> 00:27:19,330
+Godman line واصل بين ال institute هندي اكم مية
+
+266
+00:27:19,330 --> 00:27:20,770
+صح هادد
+
+267
+00:27:23,240 --> 00:27:33,880
+هد ال SUT و ال S E أربعين هد ال S E ال good man
+
+268
+00:27:33,880 --> 00:27:39,420
+line واصل بينهم هد ال fatigue failure هد ال good
+
+269
+00:27:39,420 --> 00:27:49,040
+man line طيب ال yield line الأسواي أكمل خمس و
+
+270
+00:27:49,040 --> 00:27:52,600
+تمانين الأسواي خمس و تمانين
+
+271
+00:28:01,170 --> 00:28:17,890
+وهذه الأسواق ال
+
+272
+00:28:17,890 --> 00:28:22,490
+load
+
+273
+00:28:22,490 --> 00:28:22,850
+line
+
+274
+00:28:26,740 --> 00:28:31,600
+الـ load line عند ال status stress ال sigma M 36
+
+275
+00:28:31,600 --> 00:28:35,420
+هي 30
+
+276
+00:28:35,420 --> 00:28:45,880
+هي 36 و
+
+277
+00:28:45,880 --> 00:28:47,540
+ال sigma alternating 12
+
+278
+00:28:55,540 --> 00:29:06,420
+يعني هيندي هنا sigma m بالساوية ستة و تلاتين و
+
+279
+00:29:06,420 --> 00:29:10,480
+هدا sigma
+
+280
+00:29:10,480 --> 00:29:18,280
+alternating بالساوية اتناشر KPSI و هدا هيكون عندى
+
+281
+00:29:28,570 --> 00:29:41,310
+هذا ال load line معناته
+
+282
+00:29:41,310 --> 00:29:49,290
+هذا النقطة تقاطع لل load line هذا هذا هتكون ال
+
+283
+00:29:49,290 --> 00:29:53,270
+strings for this load line ال fatigue strings for
+
+284
+00:29:53,270 --> 00:29:56,370
+this load line وهذه
+
+285
+00:29:58,860 --> 00:30:02,440
+بدي أسميها ال static أو ليه ال strength for this
+
+286
+00:30:02,440 --> 00:30:06,680
+load line يعني هتكون ال factor of safety هذا خلينا
+
+287
+00:30:06,680 --> 00:30:12,340
+نسميه هذا هذا
+
+288
+00:30:12,340 --> 00:30:18,480
+هتكون SM بدي
+
+289
+00:30:18,480 --> 00:30:21,920
+أسميها for fatigue وهذا
+
+290
+00:30:27,650 --> 00:30:31,350
+اس ايه for fatigue
+
+291
+00:30:55,460 --> 00:31:01,120
+طيب انا كيف ممكن احسب اللحظة ال slope بتاع ال line
+
+292
+00:31:01,120 --> 00:31:09,340
+هذا بيساوي sigma a على
+
+293
+00:31:09,340 --> 00:31:20,140
+sigma m و برضه بيساوي S a على S m صح؟ لان هذه نقطة
+
+294
+00:31:20,140 --> 00:31:22,240
+واحدة نقطة على نفس الخط معناه ان ال slope هيكون
+
+295
+00:31:22,240 --> 00:31:28,630
+هذاعلى هذا او هذا على هذا اللي
+
+296
+00:31:28,630 --> 00:31:34,690
+بيسمي ال slope R الـ R اللي هو هيكون اللي هو Sigma
+
+297
+00:31:34,690 --> 00:31:44,610
+A على Sigma M يعني هيكون اتناش على ستة و تلاتين
+
+298
+00:31:44,610 --> 00:31:50,350
+اللي هو تلت وهذا
+
+299
+00:31:50,350 --> 00:31:50,890
+بتساوي
+
+300
+00:31:53,830 --> 00:31:59,190
+اللي هو S A على
+
+301
+00:31:59,190 --> 00:32:04,970
+S M يعني
+
+302
+00:32:04,970 --> 00:32:09,490
+ال S M هتكون
+
+303
+00:32:09,490 --> 00:32:20,470
+ساعة و تلاتة ال S A ال
+
+304
+00:32:23,150 --> 00:32:32,970
+ال godman criteria فاتك في اللي هو هتكون ده SM على
+
+305
+00:32:32,970 --> 00:32:39,830
+SUT زائد SA
+
+306
+00:32:39,830 --> 00:32:43,950
+على
+
+307
+00:32:43,950 --> 00:32:47,590
+SE بتساوي واحد صح؟
+
+308
+00:32:50,440 --> 00:32:58,000
+والقسم عندي تلاتة ال S A عكوا ان عندي تلاتة ال S A
+
+309
+00:32:58,000 --> 00:33:10,880
+على ال S U T اللي هو مية زاد
+
+310
+00:33:10,880 --> 00:33:17,840
+ال S A على ال S E أربعين
+
+311
+00:33:23,560 --> 00:33:31,240
+بتساوي واحد يعني
+
+312
+00:33:31,240 --> 00:33:41,020
+ال S A سبوا اكم تطلع يعني
+
+313
+00:33:41,020 --> 00:33:44,820
+تلاتة علامية زياد واحد على اربعين
+
+314
+00:33:56,900 --> 00:34:02,360
+و ادور الطرفين ب 200 احس ان عندي اتنين في التلاتة
+
+315
+00:34:02,360 --> 00:34:09,840
+ستة اكم؟ تمانتاش point
+
+316
+00:34:09,840 --> 00:34:13,840
+point KPSI
+
+317
+00:34:13,840 --> 00:34:18,940
+يعني
+
+318
+00:34:18,940 --> 00:34:26,860
+ال factor of safety هتكون NF بسوء SAعلى سيجما ايه
+
+319
+00:34:26,860 --> 00:34:34,300
+صح اللي هي تمانتاش point اتنين على سيجما ايه اللي
+
+320
+00:34:34,300 --> 00:34:44,720
+هي اتناش واحد
+
+321
+00:34:44,720 --> 00:34:53,500
+point خمسة كم؟ اتنين هذا
+
+322
+00:34:53,500 --> 00:34:54,880
+ال factor is against fatigue
+
+323
+00:35:02,910 --> 00:35:15,230
+هذا الخط معدلته عندى هذه النقطة هذى اللى هى Sy و
+
+324
+00:35:15,230 --> 00:35:27,110
+Zero و هذى Zero و Sy و هذى بدى احكى Sm for
+
+325
+00:35:27,110 --> 00:35:31,170
+yielding و Sa for yielding صح؟
+
+326
+00:35:35,330 --> 00:35:40,550
+هيكون معادة الخط سفر
+
+327
+00:35:40,550 --> 00:35:43,670
+ناقص
+
+328
+00:35:43,670 --> 00:35:54,710
+SY على SY ناقص سفر وهي من بينها ناقص واحد باسلوب
+
+329
+00:35:54,710 --> 00:36:01,310
+بالظبط بالساوية SAY
+
+330
+00:36:05,590 --> 00:36:11,130
+minus SY على
+
+331
+00:36:11,130 --> 00:36:16,990
+SMY
+
+332
+00:36:16,990 --> 00:36:24,810
+minus 0 يعني انا هاكون عنده يعني
+
+333
+00:36:24,810 --> 00:36:29,170
+في الآخر هتساوي minus واحد صح اللي هى دى
+
+334
+00:36:36,430 --> 00:36:43,990
+يعني انا هاكون عندى ال S A Y minus ال S Y minus S
+
+335
+00:36:43,990 --> 00:36:54,050
+M Y يعني
+
+336
+00:36:54,050 --> 00:37:00,210
+انا هاكون عندى S A Y minus S Y بالسوية ال S M هنا
+
+337
+00:37:00,210 --> 00:37:03,770
+كان بالسوية مش تلاتة ضعف ال S A ما هي ده كلها جاى
+
+338
+00:37:03,770 --> 00:37:12,650
+على نفس الخطهتكون ساوية تلاتة minus تلاتة ال S A Y
+
+339
+00:37:12,650 --> 00:37:19,130
+يعني
+
+340
+00:37:19,130 --> 00:37:25,670
+هتكون ال S A Y بالساوية
+
+341
+00:37:25,670 --> 00:37:30,030
+S
+
+342
+00:37:30,030 --> 00:37:33,850
+Y على أربعة صح؟
+
+343
+00:37:37,400 --> 00:37:46,600
+يعني هتكون خمس تونين على أربعة و ربع
+
+344
+00:37:46,600 --> 00:37:50,840
+مظبوط؟
+
+345
+00:37:50,840 --> 00:37:58,320
+معناته
+
+346
+00:37:58,320 --> 00:38:03,040
+ال unfully fore yielding هتكون هذه
+
+347
+00:38:06,210 --> 00:38:15,110
+هذه اللي هي say صح؟ هتكون ال say على ال sigma a
+
+348
+00:38:15,110 --> 00:38:28,850
+يعني هتكون واحد و عشرين و ربع على اتناش اكم؟
+
+349
+00:38:28,850 --> 00:38:31,430
+واحد bond
+
+350
+00:38:34,340 --> 00:38:38,600
+السبعة السابعة ال fatigue factor of safety اللي هو
+
+351
+00:38:38,600 --> 00:38:42,860
+طلعنا واحد و خمسين يعني متوقع يصير fatigue failure
+
+352
+00:38:42,860 --> 00:38:48,780
+قبل ما يصير healing وهي مبين عندي يعني اذا كان ال
+
+353
+00:38:48,780 --> 00:38:52,660
+loading line يمر
+
+354
+00:38:52,660 --> 00:38:56,600
+في النقطة هذه يكون
+
+355
+00:38:56,600 --> 00:39:01,180
+ال fatigue factor نفس الشيء اذا هيك ال load line
+
+356
+00:39:04,090 --> 00:39:09,890
+بيصير yielding في الأول، المرات في الحالة هادة،
+
+357
+00:39:09,890 --> 00:39:16,230
+اذا كنا هنا بيكونين دي أقل من واحد، لو كنت هنا
+
+358
+00:39:16,230 --> 00:39:20,230
+يعني
+
+359
+00:39:20,230 --> 00:39:25,370
+من هنا واطلع يعني .. يعني بيصير fatigue فيه في
+
+360
+00:39:25,370 --> 00:39:27,810
+الأول و بعدين هنا بيصير yielding
+
+361
+00:39:32,860 --> 00:39:36,780
+طبعا دى هين هى النقطة ال load line بتاعى انها كانة
+
+362
+00:39:36,780 --> 00:39:42,040
+ستة وتلاتين واطناش هذا
+
+363
+00:39:42,040 --> 00:39:46,160
+ال fatigue فاليه كرتيريا اذا كان عندى ال SM موجب
+
+364
+00:39:46,160 --> 00:39:49,400
+sigma M موجبهذا ال fatigue في ال criteria اذا كان
+
+365
+00:39:49,400 --> 00:39:55,240
+ال sigma m سالب هذا ال yield في ال criteria هذا ال
+
+366
+00:39:55,240 --> 00:39:59,760
+yield في ال criteria وهذا النقطة بتاعتنا هي 36 و
+
+367
+00:39:59,760 --> 00:40:05,320
+12 وهذا ايش ال load line يعني حسبنا النقطة B
+
+368
+00:40:05,320 --> 00:40:14,260
+والنقطة C مظبوط ومنهم حسبنا ال factor of safety
+
+369
+00:40:19,860 --> 00:40:27,820
+الان ال .. ال
+
+370
+00:40:27,820 --> 00:40:31,420
+.. ال godman line هذه احد ال theories احد ال
+
+371
+00:40:31,420 --> 00:40:35,020
+fatigue design theories فيه other theories او ..
+
+372
+00:40:35,020 --> 00:40:38,840
+او other في ال criteria في ان احنا ال godman line
+
+373
+00:40:38,840 --> 00:40:44,840
+عندهين، عند طبعا هذااللي هو ال sigma m axis هذا ال
+
+374
+00:40:44,840 --> 00:40:48,480
+sigma ال alternating axis وال yield is yield يعني
+
+375
+00:40:48,480 --> 00:40:52,880
+في الحالات عندي SY و SY ال Godman كرتيريا كانت
+
+376
+00:40:52,880 --> 00:41:01,950
+linear بين SUT و SEلأن في other criteria فى عندى
+
+377
+00:41:01,950 --> 00:41:09,150
+Soderbergh فى عندى Goodman فى عندى Moro فى عندى
+
+378
+00:41:09,150 --> 00:41:17,090
+SWT وفى عندى Asmialeptic وفى عندى Gerber هذو ال
+
+379
+00:41:17,090 --> 00:41:24,650
+other design او fatigue failure criteria لأن ال
+
+380
+00:41:24,650 --> 00:41:32,140
+Goodman زى ما حكينا ال Goodman واصل بينبين SUT و
+
+381
+00:41:32,140 --> 00:41:38,680
+SA يعني لما تكون Sigma A واقع على الخط يعني هتكون
+
+382
+00:41:38,680 --> 00:41:41,000
+Sigma A على SE زي Sigma M على SUT بيساوي واحد
+
+383
+00:41:41,000 --> 00:41:43,500
+هتكون عندي هذا ال failure line هذا ال failure line
+
+384
+00:41:43,500 --> 00:41:47,560
+و ال factor of safety enough بيساوي Sigma A على SE
+
+385
+00:41:47,560 --> 00:41:50,440
+زي Sigma M على SUT او ناقص واحد هذا ما كانت تكون
+
+386
+00:41:50,440 --> 00:41:57,150
+ال main stress component موجة طبعاال good من
+
+387
+00:41:57,150 --> 00:42:02,510
+criteria اولش العلاقة linear simple conservative
+
+388
+00:42:02,510 --> 00:42:06,970
+يعني بتعمل prediction توقع على ال failure قبل ما
+
+389
+00:42:06,970 --> 00:42:12,410
+حقيقة نصير اياش failure وسهلة في الحسابات الدزينة
+
+390
+00:42:12,410 --> 00:42:16,250
+يعني good for design purposes it's not typical of
+
+391
+00:42:16,250 --> 00:42:19,630
+the data هي conservative مش متطابقة معاياش مع ال
+
+392
+00:42:19,630 --> 00:42:20,910
+experimental data
+
+393
+00:42:24,480 --> 00:42:30,880
+applicable for positive mean stress لكن لو ضفت هذه
+
+394
+00:42:30,880 --> 00:42:33,960
+بحكي
+
+395
+00:42:33,960 --> 00:42:37,700
+في حالة negative mean stress بيكون عند ال factor
+
+396
+00:42:37,700 --> 00:42:42,200
+of safety بيستوى sc على sigma a بيصير applicable
+
+397
+00:42:42,200 --> 00:42:45,460
+طيب
+
+398
+00:42:45,460 --> 00:42:51,080
+ال
+
+399
+00:42:51,080 --> 00:42:51,580
+moro
+
+400
+00:42:54,330 --> 00:43:00,690
+هذه المورو جاى الخط برضه linear الخط واصل بين
+
+401
+00:43:00,690 --> 00:43:10,770
+sigma f bar و S E طبعا هي شكل المعادلة linear يعني
+
+402
+00:43:10,770 --> 00:43:14,190
+مورو line is identical in nature to Godman هو شكله
+
+403
+00:43:14,190 --> 00:43:20,530
+مشابه لل Godman except الفرق الوحيد انه تم
+
+404
+00:43:20,530 --> 00:43:27,390
+استبدالنا S و T ب sigma f barSigma F bar اللي هي
+
+405
+00:43:27,390 --> 00:43:34,830
+ال true fracture strength او ال fatigue strength
+
+406
+00:43:34,830 --> 00:43:37,730
+كوفيش ال sigma F prime اللي في بداية الشبتر حكينا
+
+407
+00:43:37,730 --> 00:43:43,830
+عنه ال sigma F bar اللي هي ال true fracture
+
+408
+00:43:43,830 --> 00:43:49,530
+strength لما نعمل stress لما نعمل tensile test
+
+409
+00:43:56,990 --> 00:44:09,690
+لما قمت انساء ال test هذا
+
+410
+00:44:09,690 --> 00:44:15,930
+ال engineering stress strain curve في ال true
+
+411
+00:44:15,930 --> 00:44:18,350
+stress strain curve
+
+412
+00:44:29,120 --> 00:44:41,900
+هذا ال true هذه هي sigma F bar true بيكون
+
+413
+00:44:41,900 --> 00:44:46,620
+sigma F bar أكبر أكبر أكبر من ال S U T بيكون أكبر
+
+414
+00:44:46,620 --> 00:44:49,100
+من ال S U T
+
+415
+00:44:58,130 --> 00:45:02,790
+ال moral line provides a reasonable fit to the
+
+416
+00:45:02,790 --> 00:45:07,730
+fatigue data on both positive and negative mean
+
+417
+00:45:07,730 --> 00:45:12,810
+stress side يعني بظبط في الحالتين يعني لإن ال
+
+418
+00:45:12,810 --> 00:45:17,610
+slope بتاعه أقل فبيعطيه الممكن أبده على الجهة
+
+419
+00:45:17,610 --> 00:45:22,250
+التانية طيب
+
+420
+00:45:27,910 --> 00:45:30,670
+it tends to be slightly toward the conservative
+
+421
+00:45:30,670 --> 00:45:35,190
+side for the positive ministers لما نكون عند ال
+
+422
+00:45:35,190 --> 00:45:40,910
+ministers positive ال experimental data تكون برا
+
+423
+00:45:40,910 --> 00:45:47,270
+يعني بيكون conservative لما تكون it
+
+424
+00:45:47,270 --> 00:45:51,030
+is linear طبعا و simple زي Godman line لكن تعطيني
+
+425
+00:45:51,030 --> 00:45:55,470
+better fit لان ال data بتاعة ال experimental data
+
+426
+00:45:55,470 --> 00:46:06,790
+جاي زي هيكفبيعطيني fit أحسن نرجع لما
+
+427
+00:46:06,790 --> 00:46:15,530
+أرجع لورع شوية بيصير الخط جاي زي هيك بيعطيني
+
+428
+00:46:15,530 --> 00:46:19,870
+fit لل data أحسن يعني ال fit للخط هذا جاي أقرب زي
+
+429
+00:46:19,870 --> 00:46:22,870
+هيك او جاي أقرب لياش لمارو
+
+430
+00:46:32,020 --> 00:46:35,460
+ال disadvantage اللي هو limited availability of
+
+431
+00:46:35,460 --> 00:46:38,880
+values sigma f bar او sigma prime مش دايما .. مش
+
+432
+00:46:38,880 --> 00:46:44,660
+لكل المواد بتلقى القيم ال sigma f bar و ال sigma f
+
+433
+00:46:44,660 --> 00:46:51,160
+prime لكن ال SUT بتكون ايش متاحة لكل المواد ال SUT
+
+434
+00:46:51,160 --> 00:46:52,720
+و ال SY و ال SA
+
+435
+00:46:58,210 --> 00:47:02,830
+عشان هيك نحكي a very crude estimate is given by
+
+436
+00:47:02,830 --> 00:47:06,730
+SAE which هي society of automotive engineers for
+
+437
+00:47:06,730 --> 00:47:11,350
+the fatigue strength coefficient for steels ال HP
+
+438
+00:47:11,350 --> 00:47:15,690
+أقل من خمسمية Sigma F prime بيساوي SUT زائد خمسين
+
+439
+00:47:15,690 --> 00:47:19,250
+في حتة ال English unit أو بيساوي Sigma F prime
+
+440
+00:47:19,250 --> 00:47:23,470
+بيساوي SUT زائد تلت مية خمسة واربين ميجا بسكال في
+
+441
+00:47:23,470 --> 00:47:27,910
+حتة ال metric unitبصير failure المعادة الـ failure
+
+442
+00:47:27,910 --> 00:47:32,570
+line sigma a على s a زي sigma m على sigma f bar أو
+
+443
+00:47:32,570 --> 00:47:38,010
+sigma f prime بسوء واحد يعني
+
+444
+00:47:38,010 --> 00:47:40,830
+إذا استخدمت sigma f bar أو بس كونت ساوية
+
+445
+00:47:47,110 --> 00:47:50,790
+بتكون سوى sigma a على se زي sigma m على sigma f
+
+446
+00:47:50,790 --> 00:47:54,690
+prime بالساوية و ال factor of safety انا بتساوي
+
+447
+00:47:54,690 --> 00:48:02,230
+sigma a على se زي sigma m على sigma f bar او نفس
+
+448
+00:48:02,230 --> 00:48:06,010
+الموعدة بس بس تبدأ sigma f bar ب sigma f prime
+
+449
+00:48:06,010 --> 00:48:12,750
+كنتين قريبين من بعض طيب
+
+450
+00:48:12,750 --> 00:48:15,050
+هدا يعيش ال moral
+
+451
+00:48:18,410 --> 00:48:22,970
+ال godman ال
+
+452
+00:48:22,970 --> 00:48:30,490
+.. او ال gerber ال gerber نفس ال godman بس
+
+453
+00:48:30,490 --> 00:48:34,230
+non-linear non-linear يعني it fits ال experimental
+
+454
+00:48:34,230 --> 00:48:40,270
+data أحسن it fits ال experimental data أحسن من
+
+455
+00:48:40,270 --> 00:48:42,750
+godman العراق مش linear
+
+456
+00:48:48,410 --> 00:48:53,110
+slightly non conservative for stress situations
+
+457
+00:48:53,110 --> 00:48:56,330
+near the ordinate ال ordinate .. مينش هو ال
+
+458
+00:48:56,330 --> 00:49:02,610
+ordinate؟ الأفق ولا الرأس؟ هذه الأبسكة مظبوط و هذه
+
+459
+00:49:02,610 --> 00:49:06,930
+إيه إيش؟ ال ordinate مظبوط فبتكون
+
+460
+00:49:06,930 --> 00:49:13,660
+slightly non conservativeapply to positive mean
+
+461
+00:49:13,660 --> 00:49:16,560
+stress يعني .. يعني المعادل .. ال .. ال criteria
+
+462
+00:49:16,560 --> 00:49:18,420
+في حالة sigma M موجة
+
+463
+00:49:21,380 --> 00:49:24,440
+two conservative if applied to negative mean
+
+464
+00:49:24,440 --> 00:49:28,020
+stress هذي المعادلة لو روحت اعملتها مضيتها زي هيك
+
+465
+00:49:28,020 --> 00:49:34,640
+هتعمل ليه؟ يعني هكون slouch زيك خفيف، تعطينياش؟
+
+466
+00:49:34,640 --> 00:49:38,660
+conservative في حالة negative mean stress ال
+
+467
+00:49:38,660 --> 00:49:41,700
+filler criteria بيكون ال filler line اللي هو sigma
+
+468
+00:49:41,700 --> 00:49:47,700
+a على se زي sigma m على sut تربيع بالساوي واحدوال
+
+469
+00:49:47,700 --> 00:49:52,580
+factor of safety لما تكون ال sigma M موجبة سواء 1
+
+470
+00:49:52,580 --> 00:49:56,420
+على 2 في S U T على sigma M لكل تربيع في sigma A
+
+471
+00:49:56,420 --> 00:50:00,920
+على S E في ناقص واحد زي الجزر تربيع لواحد زي اتنين
+
+472
+00:50:00,920 --> 00:50:07,320
+sigma M S E على S M sigma A لكل تربيع حد في حالة
+
+473
+00:50:07,320 --> 00:50:12,920
+sigma مين موجبة اقعد
+
+474
+00:50:12,920 --> 00:50:14,340
+على الجانب الكاميرا اعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..c0d8c2a564454c7e544f152361b721f1832df231
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 2995, "start": 5.67, "end": 29.95, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد احنا لحد تلان في ال design for fatigue او design for dynamic loading المحاضرة اللي فاتت بدأنا نحكي عن ال fluctuating stress diagram هنكمل اليوم احنا في الشكل اللي احنا شايفينه", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 1975, 5016, 8315, 5296, 24401, 6055, 1211, 7649, 8978, 2423, 1715, 337, 20574, 1975, 2407, 1715, 337, 8546, 15114, 9673, 5016, 46958, 25720, 13672, 1829, 6156, 9307, 2655, 47525, 10721, 8315, 8717, 5016, 4117, 1829, 18871, 2423, 23448, 32438, 4244, 10686, 8032, 1863, 24793, 1211, 45595, 20498, 1975, 5016, 8315, 8978, 25124, 28820, 13672, 1829, 1975, 5016, 8315, 13412, 995, 33911, 9957, 3224], "avg_logprob": -0.12417367974726054, "compression_ratio": 1.7552742616033756, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 5.67, "end": 5.97, "word": "بسم", "probability": 0.89892578125}, {"start": 5.97, "end": 6.13, "word": " الله", "probability": 0.96728515625}, {"start": 6.13, "end": 6.39, "word": " الرحمن", "probability": 0.9617513020833334}, {"start": 6.39, "end": 6.69, "word": " الرحيم", "probability": 0.9881184895833334}, {"start": 6.69, "end": 7.05, "word": " السلام", "probability": 0.925537109375}, {"start": 7.05, "end": 7.51, "word": " عليكم", "probability": 0.93701171875}, {"start": 7.51, "end": 7.87, "word": " ورحمة", "probability": 0.842529296875}, {"start": 7.87, "end": 8.11, "word": " الله", "probability": 0.96923828125}, {"start": 8.11, "end": 8.77, "word": " وبركاته", "probability": 0.9935546875}, {"start": 8.77, "end": 9.85, "word": " هنكمل", "probability": 0.869384765625}, {"start": 9.85, "end": 9.99, "word": " في", "probability": 0.9169921875}, {"start": 9.99, "end": 10.21, "word": " مادة", "probability": 0.91015625}, {"start": 10.21, "end": 10.73, "word": " تصميم", "probability": 0.99267578125}, {"start": 10.73, "end": 11.29, "word": " الألات", "probability": 0.8357747395833334}, {"start": 11.29, "end": 12.09, "word": " واحد", "probability": 0.969970703125}, {"start": 12.09, "end": 13.21, "word": " احنا", "probability": 0.8697916666666666}, {"start": 13.21, "end": 13.87, "word": " لحد", "probability": 0.87255859375}, {"start": 13.87, "end": 14.31, "word": " تلان", "probability": 0.6681315104166666}, {"start": 14.31, "end": 14.57, "word": " في", "probability": 0.8369140625}, {"start": 14.57, "end": 14.97, "word": " ال", "probability": 0.80078125}, {"start": 14.97, "end": 15.97, "word": " design", "probability": 0.9052734375}, {"start": 15.97, "end": 16.41, "word": " for", "probability": 0.9716796875}, {"start": 16.41, "end": 16.93, "word": " fatigue", "probability": 0.97412109375}, {"start": 16.93, "end": 17.23, "word": " او", "probability": 0.691650390625}, {"start": 17.23, "end": 17.63, "word": " design", "probability": 0.89501953125}, {"start": 17.63, "end": 17.87, "word": " for", "probability": 0.97607421875}, {"start": 17.87, "end": 18.37, "word": " dynamic", "probability": 0.81982421875}, {"start": 18.37, "end": 18.93, "word": " loading", "probability": 0.947265625}, {"start": 18.93, "end": 21.43, "word": " المحاضرة", "probability": 0.9781494140625}, {"start": 21.43, "end": 21.51, "word": " اللي", "probability": 0.42889404296875}, {"start": 21.51, "end": 21.77, "word": " فاتت", "probability": 0.9391276041666666}, {"start": 21.77, "end": 22.09, "word": " بدأنا", "probability": 0.6455078125}, {"start": 22.09, "end": 22.25, "word": " نحكي", "probability": 0.9925537109375}, {"start": 22.25, "end": 22.45, "word": " عن", "probability": 0.908203125}, {"start": 22.45, "end": 22.61, "word": " ال", "probability": 0.58642578125}, {"start": 22.61, "end": 23.27, "word": " fluctuating", "probability": 0.980224609375}, {"start": 23.27, "end": 23.81, "word": " stress", "probability": 0.95849609375}, {"start": 23.81, "end": 24.69, "word": " diagram", "probability": 0.92578125}, {"start": 24.69, "end": 25.51, "word": " هنكمل", "probability": 0.974853515625}, {"start": 25.51, "end": 26.35, "word": " اليوم", "probability": 0.950439453125}, {"start": 26.35, "end": 27.67, "word": " احنا", "probability": 0.9646809895833334}, {"start": 27.67, "end": 28.07, "word": " في", "probability": 0.876953125}, {"start": 28.07, "end": 28.49, "word": " الشكل", "probability": 0.990478515625}, {"start": 28.49, "end": 28.67, "word": " اللي", "probability": 0.976806640625}, {"start": 28.67, "end": 28.97, "word": " احنا", "probability": 0.9694010416666666}, {"start": 28.97, "end": 29.95, "word": " شايفينه", "probability": 0.9837890625}], "temperature": 1.0}, {"id": 2, "seek": 6076, "start": 31.44, "end": 60.76, "text": "اللي احنا عندنا هنا على المحور اللغوي اللي هو ال alternating stress component وعلى المحور الأفقي ال number of cycles after failure ال curve أعلى curve هو مثل لحالة إيش الميارية ال standard اللي بيكون ان اللي هو completely reversed stress يعني ال mean stress بيساوي zero الآن إذا بيصير ال mean stress إله قيمة", "tokens": [6027, 20292, 1975, 5016, 8315, 43242, 8315, 34105, 15844, 9673, 5016, 13063, 13672, 17082, 45865, 13672, 1829, 31439, 2423, 40062, 4244, 6542, 4032, 3615, 23942, 9673, 5016, 13063, 16247, 5172, 38436, 2423, 1230, 295, 17796, 934, 7763, 2423, 7605, 5551, 3615, 23942, 7605, 31439, 3714, 12984, 1211, 5296, 5016, 6027, 3660, 11933, 1829, 8592, 9673, 1829, 9640, 10632, 2423, 3832, 13672, 1829, 4724, 1829, 30544, 16472, 13672, 1829, 31439, 2584, 30563, 4244, 37495, 22653, 2423, 914, 4244, 4724, 1829, 3794, 995, 45865, 4018, 6024, 48506, 11933, 15730, 4724, 1829, 9381, 13546, 2423, 914, 4244, 11933, 43761, 12174, 32640, 3660], "avg_logprob": -0.19328124761581422, "compression_ratio": 1.7689243027888446, "no_speech_prob": 0.0, "words": 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"end": 49.38, "word": " هو", "probability": 0.98291015625}, {"start": 49.38, "end": 49.78, "word": " completely", "probability": 0.64599609375}, {"start": 49.78, "end": 50.46, "word": " reversed", "probability": 0.86767578125}, {"start": 50.46, "end": 51.9, "word": " stress", "probability": 0.9580078125}, {"start": 51.9, "end": 52.6, "word": " يعني", "probability": 0.94287109375}, {"start": 52.6, "end": 52.76, "word": " ال", "probability": 0.8115234375}, {"start": 52.76, "end": 52.9, "word": " mean", "probability": 0.55810546875}, {"start": 52.9, "end": 53.22, "word": " stress", "probability": 0.96728515625}, {"start": 53.22, "end": 53.76, "word": " بيساوي", "probability": 0.78720703125}, {"start": 53.76, "end": 54.7, "word": " zero", "probability": 0.78857421875}, {"start": 54.7, "end": 56.52, "word": " الآن", "probability": 0.6856689453125}, {"start": 56.52, "end": 58.34, "word": " إذا", "probability": 0.87451171875}, {"start": 58.34, "end": 58.72, "word": " بيصير", "probability": 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"seek": 199784, "start": 1970.44, "end": 1997.84, "text": "والقسم عندي تلاتة ال S A عكوا ان عندي تلاتة ال S A على ال S U T اللي هو مية زاد ال S A على ال S E أربعين", "tokens": [2407, 6027, 4587, 38251, 18871, 16254, 6055, 1211, 9307, 3660, 2423, 318, 316, 6225, 4117, 14407, 16472, 18871, 16254, 6055, 1211, 9307, 3660, 2423, 318, 316, 15844, 2423, 318, 624, 314, 13672, 1829, 31439, 3714, 10632, 30767, 18513, 2423, 318, 316, 15844, 2423, 318, 462, 5551, 25513, 3615, 9957], "avg_logprob": -0.2840624886751175, "compression_ratio": 1.731958762886598, "no_speech_prob": 0.0, "words": [{"start": 1970.44, "end": 1970.96, "word": "والقسم", "probability": 0.72528076171875}, {"start": 1970.96, "end": 1971.24, "word": " عندي", "probability": 0.6932373046875}, {"start": 1971.24, "end": 1971.58, "word": " تلاتة", "probability": 0.7945556640625}, {"start": 1971.58, "end": 1971.7, "word": " ال", "probability": 0.7509765625}, {"start": 1971.7, "end": 1971.82, "word": " S", "probability": 0.44482421875}, 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لمارو", "probability": 0.67626953125}], "temperature": 1.0}, {"id": 103, "seek": 281272, "start": 2792.02, "end": 2812.72, "text": "ال disadvantage اللي هو limited availability of values sigma f bar او sigma prime مش دايما .. مش لكل المواد بتلقى القيم ال sigma f bar و ال sigma f prime لكن ال SUT بتكون ايش متاحة لكل المواد ال SUT و ال SY و ال SA", "tokens": [6027, 24292, 13672, 1829, 31439, 5567, 17945, 295, 4190, 12771, 283, 2159, 1975, 2407, 12771, 5835, 37893, 11778, 47302, 15042, 4386, 37893, 5296, 28820, 9673, 14407, 3215, 39894, 1211, 4587, 7578, 25062, 32640, 2423, 12771, 283, 2159, 4032, 2423, 12771, 283, 5835, 44381, 2423, 318, 8709, 39894, 30544, 1975, 1829, 8592, 44650, 39319, 3660, 5296, 28820, 9673, 14407, 3215, 2423, 318, 8709, 4032, 2423, 318, 56, 4032, 2423, 16482], "avg_logprob": -0.23035714668887003, "compression_ratio": 1.6590909090909092, "no_speech_prob": 0.0, "words": [{"start": 2792.02, "end": 2792.32, "word": "ال", "probability": 0.9609375}, {"start": 2792.32, 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"word": " bar", "probability": 0.958984375}, {"start": 2802.58, "end": 2803.4, "word": " و", "probability": 0.79736328125}, {"start": 2803.4, "end": 2803.7, "word": " ال", "probability": 0.654296875}, {"start": 2803.7, "end": 2804.24, "word": " sigma", "probability": 0.9677734375}, {"start": 2804.24, "end": 2804.66, "word": " f", "probability": 0.986328125}, {"start": 2804.66, "end": 2805.14, "word": " prime", "probability": 0.896484375}, {"start": 2805.14, "end": 2806.28, "word": " لكن", "probability": 0.80126953125}, {"start": 2806.28, "end": 2806.5, "word": " ال", "probability": 0.98876953125}, {"start": 2806.5, "end": 2807.08, "word": " SUT", "probability": 0.626220703125}, {"start": 2807.08, "end": 2808.54, "word": " بتكون", "probability": 0.9912109375}, {"start": 2808.54, "end": 2808.9, "word": " ايش", "probability": 0.77685546875}, {"start": 2808.9, "end": 2810.0, "word": " متاحة", "probability": 0.8583984375}, {"start": 2810.0, "end": 2810.32, "word": " لكل", "probability": 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prime بيساوي SUT زائد خمسين في حتة ال English unit أو بيساوي Sigma F prime بيساوي SUT زائد تلت مية خمسة واربين ميجا بسكال في حتة ال metric unit", "tokens": [3615, 8592, 7649, 39896, 4117, 8717, 5016, 4117, 1829, 257, 588, 30796, 12539, 307, 2212, 538, 16482, 36, 597, 39896, 4086, 295, 32866, 11955, 337, 264, 20574, 3800, 17619, 337, 2126, 1625, 2423, 12557, 5551, 4587, 1211, 9154, 16490, 2304, 38251, 10632, 36595, 479, 5835, 4724, 1829, 3794, 995, 45865, 318, 8709, 30767, 16373, 3215, 16490, 2304, 3794, 9957, 8978, 11331, 2655, 3660, 2423, 3669, 4985, 34051, 4724, 1829, 3794, 995, 45865, 36595, 479, 5835, 4724, 1829, 3794, 995, 45865, 318, 8709, 30767, 16373, 3215, 6055, 1211, 2655, 3714, 10632, 16490, 2304, 3794, 3660, 4032, 9640, 3555, 9957, 3714, 1829, 7435, 995, 4724, 3794, 4117, 6027, 8978, 11331, 2655, 3660, 2423, 20678, 4985], "avg_logprob": -0.2328673284827617, "compression_ratio": 1.583011583011583, "no_speech_prob": 0.0, "words": [{"start": 2818.21, "end": 2818.67, "word": "عشان", "probability": 0.9915364583333334}, {"start": 2818.67, "end": 2819.05, "word": " هيك", "probability": 0.8837890625}, {"start": 2819.05, "end": 2820.07, "word": " نحكي", "probability": 0.9798583984375}, {"start": 2820.07, "end": 2820.33, "word": " a", "probability": 0.6025390625}, {"start": 2820.33, "end": 2820.61, "word": " very", "probability": 0.89306640625}, {"start": 2820.61, "end": 2821.01, "word": " crude", "probability": 0.8994140625}, {"start": 2821.01, "end": 2821.67, "word": " estimate", "probability": 0.8857421875}, {"start": 2821.67, "end": 2822.01, "word": " is", "probability": 0.95947265625}, {"start": 2822.01, "end": 2822.29, "word": " given", "probability": 0.87890625}, {"start": 2822.29, "end": 2822.83, "word": " by", "probability": 0.97216796875}, {"start": 2822.83, "end": 2824.01, "word": " SAE", "probability": 0.82763671875}, {"start": 2824.01, "end": 2824.21, "word": " which", "probability": 0.273193359375}, {"start": 2824.21, "end": 2824.55, "word": " هي", 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"word": " ال", "probability": 0.77294921875}, {"start": 2831.03, "end": 2831.35, "word": " HP", "probability": 0.477783203125}, {"start": 2831.35, "end": 2831.73, "word": " أقل", "probability": 0.9158528645833334}, {"start": 2831.73, "end": 2831.85, "word": " من", "probability": 0.99658203125}, {"start": 2831.85, "end": 2832.45, "word": " خمسمية", "probability": 0.79840087890625}, {"start": 2832.45, "end": 2833.19, "word": " Sigma", "probability": 0.2493896484375}, {"start": 2833.19, "end": 2833.41, "word": " F", "probability": 0.8662109375}, {"start": 2833.41, "end": 2833.93, "word": " prime", "probability": 0.427734375}, {"start": 2833.93, "end": 2834.53, "word": " بيساوي", "probability": 0.667333984375}, {"start": 2834.53, "end": 2835.05, "word": " SUT", "probability": 0.534423828125}, {"start": 2835.05, "end": 2835.33, "word": " زائد", "probability": 0.792724609375}, {"start": 2835.33, "end": 2835.69, "word": " خمسين", "probability": 0.9776611328125}, {"start": 2835.69, "end": 2835.81, "word": " في", "probability": 0.90283203125}, {"start": 2835.81, "end": 2836.09, "word": " حتة", "probability": 0.8135579427083334}, {"start": 2836.09, "end": 2836.15, "word": " ال", "probability": 0.5009765625}, {"start": 2836.15, "end": 2836.39, "word": " English", "probability": 0.96875}, {"start": 2836.39, "end": 2836.81, "word": " unit", "probability": 0.68603515625}, {"start": 2836.81, "end": 2837.61, "word": " أو", "probability": 0.60205078125}, {"start": 2837.61, "end": 2838.21, "word": " بيساوي", "probability": 0.9533203125}, {"start": 2838.21, "end": 2838.83, "word": " Sigma", "probability": 0.6240234375}, {"start": 2838.83, "end": 2839.03, "word": " F", "probability": 0.82470703125}, {"start": 2839.03, "end": 2839.25, "word": " prime", "probability": 0.75927734375}, {"start": 2839.25, "end": 2839.63, "word": " بيساوي", "probability": 0.9587890625}, {"start": 2839.63, "end": 2840.33, "word": " SUT", "probability": 0.897216796875}, {"start": 2840.33, "end": 2841.25, "word": " زائد", "probability": 0.9541015625}, {"start": 2841.25, "end": 2841.49, "word": " تلت", "probability": 0.8370768229166666}, {"start": 2841.49, "end": 2841.63, "word": " مية", "probability": 0.696533203125}, {"start": 2841.63, "end": 2841.91, "word": " خمسة", "probability": 0.694549560546875}, {"start": 2841.91, "end": 2842.25, "word": " واربين", "probability": 0.57843017578125}, {"start": 2842.25, "end": 2842.83, "word": " ميجا", "probability": 0.8515625}, {"start": 2842.83, "end": 2843.29, "word": " بسكال", "probability": 0.9093017578125}, {"start": 2843.29, "end": 2843.47, "word": " في", "probability": 0.98583984375}, {"start": 2843.47, "end": 2843.83, "word": " حتة", "probability": 0.9786783854166666}, {"start": 2843.83, "end": 2844.01, "word": " ال", "probability": 0.93212890625}, {"start": 2844.01, "end": 2844.33, "word": " metric", "probability": 0.8388671875}, {"start": 2844.33, "end": 2844.67, "word": " unit", "probability": 0.640625}], "temperature": 1.0}, {"id": 105, "seek": 286083, "start": 2845.63, "end": 2860.83, "text": "بصير failure المعادة الـ failure line sigma a على s a زي sigma m على sigma f bar أو sigma f prime بسوء واحد يعني إذا استخدمت sigma f bar أو بس كونت ساوية", "tokens": [3555, 9381, 13546, 7763, 9673, 3615, 18513, 3660, 2423, 39184, 7763, 1622, 12771, 257, 15844, 262, 257, 30767, 1829, 12771, 275, 15844, 12771, 283, 2159, 34051, 12771, 283, 5835, 4724, 3794, 2407, 38207, 36764, 24401, 37495, 22653, 11933, 15730, 44713, 9778, 40448, 2655, 12771, 283, 2159, 34051, 4724, 3794, 9122, 11536, 2655, 8608, 995, 2407, 10632], "avg_logprob": -0.2776863909604257, "compression_ratio": 1.452054794520548, "no_speech_prob": 0.0, "words": [{"start": 2845.63, "end": 2846.09, "word": "بصير", "probability": 0.845703125}, {"start": 2846.09, "end": 2846.63, "word": " failure", "probability": 0.568359375}, {"start": 2846.63, "end": 2847.49, "word": " المعادة", "probability": 0.9266357421875}, {"start": 2847.49, "end": 2847.71, "word": " الـ", "probability": 0.677978515625}, {"start": 2847.71, "end": 2847.91, "word": " failure", "probability": 0.55517578125}, {"start": 2847.91, "end": 2848.39, "word": " line", "probability": 0.96826171875}, {"start": 2848.39, "end": 2848.87, "word": " sigma", "probability": 0.2138671875}, {"start": 2848.87, "end": 2849.23, "word": " a", "probability": 0.74365234375}, {"start": 2849.23, "end": 2849.43, "word": " على", "probability": 0.701171875}, {"start": 2849.43, "end": 2849.73, "word": " s", "probability": 0.26123046875}, {"start": 2849.73, "end": 2850.05, "word": " a", "probability": 0.87548828125}, {"start": 2850.05, "end": 2850.37, "word": " زي", "probability": 0.5670166015625}, {"start": 2850.37, "end": 2850.77, "word": " sigma", "probability": 0.79443359375}, {"start": 2850.77, "end": 2851.03, "word": " m", "probability": 0.8701171875}, {"start": 2851.03, "end": 2851.19, "word": " على", "probability": 0.78857421875}, {"start": 2851.19, "end": 2851.53, "word": " sigma", "probability": 0.95947265625}, {"start": 2851.53, "end": 2851.81, "word": " f", "probability": 0.953125}, {"start": 2851.81, "end": 2852.29, "word": " bar", "probability": 0.84765625}, {"start": 2852.29, "end": 2852.57, "word": " أو", "probability": 0.61328125}, {"start": 2852.57, "end": 2852.83, "word": " sigma", "probability": 0.88623046875}, {"start": 2852.83, "end": 2853.05, "word": " f", "probability": 0.9560546875}, {"start": 2853.05, "end": 2853.49, "word": " prime", "probability": 0.7744140625}, {"start": 2853.49, "end": 2853.95, "word": " بسوء", "probability": 0.53338623046875}, {"start": 2853.95, "end": 2854.51, "word": " واحد", "probability": 0.967041015625}, {"start": 2854.51, "end": 2858.01, "word": " يعني", "probability": 0.8779296875}, {"start": 2858.01, "end": 2858.33, "word": " إذا", "probability": 0.852294921875}, {"start": 2858.33, "end": 2858.77, "word": " استخدمت", "probability": 0.9659423828125}, {"start": 2858.77, "end": 2858.93, "word": " sigma", "probability": 0.9189453125}, {"start": 2858.93, "end": 2859.15, "word": " f", "probability": 0.9716796875}, {"start": 2859.15, "end": 2859.47, "word": " bar", "probability": 0.94580078125}, {"start": 2859.47, "end": 2859.91, "word": " أو", "probability": 0.826171875}, {"start": 2859.91, "end": 2860.17, "word": " بس", "probability": 0.727783203125}, {"start": 2860.17, "end": 2860.41, "word": " كونت", "probability": 0.7190755208333334}, {"start": 2860.41, "end": 2860.83, "word": " ساوية", "probability": 0.8094482421875}], "temperature": 1.0}, {"id": 106, "seek": 289505, "start": 2867.11, "end": 2895.05, "text": "بتكون سوى sigma a على se زي sigma m على sigma f prime بالساوية و ال factor of safety انا بتساوي sigma a على se زي sigma m على sigma f bar او نفس الموعدة بس بس تبدأ sigma f bar ب sigma f prime كنتين قريبين من بعض طيب هدا يعيش ال moral", "tokens": [3555, 2655, 30544, 8608, 2407, 7578, 12771, 257, 15844, 369, 30767, 1829, 12771, 275, 15844, 12771, 283, 5835, 20666, 3794, 995, 2407, 10632, 4032, 2423, 5952, 295, 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"word": " se", "probability": 0.59033203125}, {"start": 2982.86, "end": 2983.12, "word": " زي", "probability": 0.902587890625}, {"start": 2983.12, "end": 2983.52, "word": " sigma", "probability": 0.93603515625}, {"start": 2983.52, "end": 2983.78, "word": " m", "probability": 0.93798828125}, {"start": 2983.78, "end": 2983.96, "word": " على", "probability": 0.90380859375}, {"start": 2983.96, "end": 2984.46, "word": " sut", "probability": 0.6767578125}, {"start": 2984.46, "end": 2985.38, "word": " تربيع", "probability": 0.8819580078125}, {"start": 2985.38, "end": 2985.86, "word": " بالساوي", "probability": 0.76953125}, {"start": 2985.86, "end": 2986.36, "word": " واحد", "probability": 0.944091796875}], "temperature": 1.0}, {"id": 111, "seek": 301434, "start": 2987.36, "end": 3014.34, "text": "وال factor of safety لما تكون ال sigma M موجبة سواء 1 على 2 في S U T على sigma M لكل تربيع في sigma A على S E في ناقص واحد زي الجزر تربيع لواحد زي اتنين sigma M S E على S M sigma A لكل تربيع حد في حالة sigma مين موجبة اقعد على الجانب الكاميرا اعطيكوا العافية", "tokens": [2407, 6027, 5952, 295, 4514, 5296, 15042, 6055, 30544, 2423, 12771, 376, 3714, 29245, 49401, 8608, 2407, 16606, 502, 15844, 568, 8978, 318, 624, 314, 15844, 12771, 376, 5296, 28820, 6055, 2288, 21292, 3615, 8978, 12771, 316, 15844, 318, 462, 8978, 8717, 995, 4587, 9381, 36764, 24401, 30767, 1829, 25724, 11622, 2288, 6055, 2288, 21292, 3615, 5296, 14407, 24401, 30767, 1829, 1975, 2655, 1863, 9957, 12771, 376, 318, 462, 15844, 318, 376, 12771, 316, 5296, 28820, 6055, 2288, 21292, 3615, 11331, 3215, 8978, 11331, 6027, 3660, 12771, 3714, 9957, 3714, 29245, 49401, 1975, 4587, 22488, 15844, 25724, 7649, 3555, 33251, 10943, 13546, 995, 1975, 3615, 9566, 1829, 4117, 14407, 18863, 31845, 10632], "avg_logprob": -0.23935288243589148, "compression_ratio": 1.7678571428571428, "no_speech_prob": 0.0, "words": [{"start": 2987.36, "end": 2987.7, "word": "وال", "probability": 0.778564453125}, {"start": 2987.7, "end": 2988.0, "word": " factor", "probability": 0.86474609375}, {"start": 2988.0, "end": 2988.2, "word": " of", "probability": 0.97265625}, {"start": 2988.2, "end": 2988.68, "word": " safety", "probability": 0.951171875}, {"start": 2988.68, "end": 2989.76, "word": " لما", "probability": 0.926025390625}, {"start": 2989.76, "end": 2990.06, "word": " تكون", "probability": 0.991455078125}, {"start": 2990.06, "end": 2990.2, "word": " ال", "probability": 0.4013671875}, {"start": 2990.2, "end": 2990.38, "word": " sigma", "probability": 0.77490234375}, {"start": 2990.38, "end": 2990.7, "word": " M", "probability": 0.41455078125}, {"start": 2990.7, "end": 2991.26, "word": " موجبة", "probability": 0.9793294270833334}, {"start": 2991.26, "end": 2992.28, "word": " سواء", "probability": 0.6337076822916666}, {"start": 2992.28, "end": 2992.58, "word": " 1", "probability": 0.63818359375}, {"start": 2992.58, "end": 2992.7, "word": " على", "probability": 0.478271484375}, {"start": 2992.7, "end": 2993.12, "word": " 2", "probability": 0.98095703125}, {"start": 2993.12, "end": 2993.48, "word": " في", "probability": 0.6796875}, {"start": 2993.48, "end": 2993.72, "word": " S", "probability": 0.362548828125}, {"start": 2993.72, "end": 2993.9, "word": " U", "probability": 0.2919921875}, {"start": 2993.9, "end": 2994.08, "word": " T", "probability": 0.97509765625}, {"start": 2994.08, "end": 2994.28, "word": " على", "probability": 0.82861328125}, {"start": 2994.28, "end": 2994.6, "word": " sigma", "probability": 0.81298828125}, {"start": 2994.6, "end": 2994.78, "word": " M", "probability": 0.96923828125}, {"start": 2994.78, "end": 2995.08, "word": " لكل", "probability": 0.7208251953125}, {"start": 2995.08, "end": 2995.58, "word": " تربيع", "probability": 0.8612060546875}, {"start": 2995.58, "end": 2995.8, "word": " في", "probability": 0.7490234375}, {"start": 2995.8, "end": 2996.14, "word": " sigma", "probability": 0.8447265625}, {"start": 2996.14, "end": 2996.42, "word": " A", "probability": 0.86669921875}, {"start": 2996.42, "end": 2996.6, "word": " على", "probability": 0.77978515625}, {"start": 2996.6, "end": 2996.88, "word": " S", "probability": 0.8486328125}, {"start": 2996.88, "end": 2997.16, "word": " E", "probability": 0.87353515625}, {"start": 2997.16, "end": 2997.9, "word": " في", "probability": 0.84912109375}, {"start": 2997.9, "end": 2998.26, "word": " ناقص", "probability": 0.8701171875}, {"start": 2998.26, "end": 2998.66, "word": " واحد", "probability": 0.7265625}, {"start": 2998.66, "end": 2998.92, "word": " زي", "probability": 0.85693359375}, {"start": 2998.92, "end": 2999.32, "word": " الجزر", "probability": 0.7847493489583334}, {"start": 2999.32, "end": 2999.74, "word": " تربيع", "probability": 0.896240234375}, {"start": 2999.74, "end": 3000.2, "word": " لواحد", "probability": 0.6888020833333334}, {"start": 3000.2, "end": 3000.42, "word": " زي", "probability": 0.968994140625}, {"start": 3000.42, "end": 3000.92, "word": " اتنين", "probability": 0.960693359375}, {"start": 3000.92, "end": 3002.16, "word": " sigma", "probability": 0.77001953125}, {"start": 3002.16, "end": 3002.5, "word": " M", "probability": 0.92431640625}, {"start": 3002.5, "end": 3002.76, "word": " S", "probability": 0.619140625}, {"start": 3002.76, "end": 3002.98, "word": " E", "probability": 0.951171875}, {"start": 3002.98, "end": 3003.18, "word": " على", "probability": 0.8837890625}, {"start": 3003.18, "end": 3003.42, "word": " S", "probability": 0.80029296875}, {"start": 3003.42, "end": 3003.8, "word": " M", "probability": 0.94140625}, {"start": 3003.8, "end": 3005.44, "word": " sigma", "probability": 0.8271484375}, {"start": 3005.44, "end": 3005.68, "word": " A", "probability": 0.81884765625}, {"start": 3005.68, "end": 3006.0, "word": " لكل", "probability": 0.98681640625}, {"start": 3006.0, "end": 3006.5, "word": " تربيع", "probability": 0.9700927734375}, {"start": 3006.5, "end": 3006.92, "word": " حد", "probability": 0.6724853515625}, {"start": 3006.92, "end": 3007.04, "word": " في", "probability": 0.81298828125}, {"start": 3007.04, "end": 3007.32, "word": " حالة", "probability": 0.9933268229166666}, {"start": 3007.32, "end": 3007.62, "word": " sigma", "probability": 0.63720703125}, {"start": 3007.62, "end": 3008.54, "word": " مين", "probability": 0.763916015625}, {"start": 3008.54, "end": 3009.28, "word": " موجبة", "probability": 0.8898111979166666}, {"start": 3009.28, "end": 3012.92, "word": " اقعد", "probability": 0.6852213541666666}, {"start": 3012.92, "end": 3013.02, "word": " على", "probability": 0.8359375}, {"start": 3013.02, "end": 3013.24, "word": " الجانب", "probability": 0.7947591145833334}, {"start": 3013.24, "end": 3013.66, "word": " الكاميرا", "probability": 0.8458251953125}, {"start": 3013.66, "end": 3014.0, "word": " اعطيكوا", "probability": 0.7338460286458334}, {"start": 3014.0, "end": 3014.34, "word": " العافية", "probability": 0.8766276041666666}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 3015.29675, "duration_after_vad": 2635.2324999999887}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..8a06553905734298a8732af9e721e7db66137b75
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/GN4UXNhZRh4_raw.srt
@@ -0,0 +1,1896 @@
+1
+00:00:05,670 --> 00:00:08,110
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,110 --> 00:00:13,870
+وبركاته هنكمل في مادة تصميم الألات واحد احنا لحد
+
+3
+00:00:13,870 --> 00:00:17,870
+تلان في ال design for fatigue او design for
+
+4
+00:00:17,870 --> 00:00:22,450
+dynamic loading المحاضرة اللي فاتت بدأنا نحكي عن
+
+5
+00:00:22,450 --> 00:00:28,070
+ال fluctuating stress diagram هنكمل اليوم احنا في
+
+6
+00:00:28,070 --> 00:00:32,900
+الشكل اللي احنا شايفينهاللي احنا عندنا هنا على
+
+7
+00:00:32,900 --> 00:00:35,260
+المحور اللغوي اللي هو ال alternating stress
+
+8
+00:00:35,260 --> 00:00:39,080
+component وعلى المحور الأفقي ال number of cycles
+
+9
+00:00:39,080 --> 00:00:44,420
+after failure ال curve أعلى curve هو مثل لحالة إيش
+
+10
+00:00:44,420 --> 00:00:49,380
+الميارية ال standard اللي بيكون ان اللي هو
+
+11
+00:00:49,380 --> 00:00:53,220
+completely reversed stress يعني ال mean stress
+
+12
+00:00:53,220 --> 00:01:00,760
+بيساوي zero الآن إذا بيصير ال mean stress إله قيمة
+
+13
+00:01:02,600 --> 00:01:08,900
+طبعا هذا هيأثر على اللي هو ال S-and diagram مش
+
+14
+00:01:08,900 --> 00:01:12,060
+حضار ال S-and diagram اللي هو for mean stress zero
+
+15
+00:01:12,060 --> 00:01:15,380
+هو نفس ال S-and diagram لكل حالات ال sigma M
+
+16
+00:01:15,380 --> 00:01:22,320
+بتستوي zero أكيد هيختلف لأن إذا تطلع عندهين إذا
+
+17
+00:01:22,320 --> 00:01:23,280
+ثبتت ال life
+
+18
+00:01:26,350 --> 00:01:29,510
+اللي هي ال alternating stress او زودت يعني انا في
+
+19
+00:01:29,510 --> 00:01:35,230
+هذه التجاهة بزيد ال sigma M هيك بتقل ال sigma
+
+20
+00:01:35,230 --> 00:01:39,590
+alternating او
+
+21
+00:01:39,590 --> 00:01:46,030
+اذا انا بدى اثبت ال sigma alternating هذا على حساب
+
+22
+00:01:46,030 --> 00:01:51,810
+العمر هيقل العمر القطعة معناته
+
+23
+00:01:52,550 --> 00:01:58,470
+ال stress أو ال S أندغرام بتأثر أو بتغير لو كان
+
+24
+00:01:58,470 --> 00:02:04,890
+تلمين stress component بستويش zero الشكل البعده
+
+25
+00:02:04,890 --> 00:02:09,880
+اللي هو ما يسمى constant life caresعلى ال
+
+26
+00:02:09,880 --> 00:02:12,020
+fluctuating stress diagram يعني عندي على المحور
+
+27
+00:02:12,020 --> 00:02:16,940
+هذا ال mean stress component وعلى المحور هذا ال
+
+28
+00:02:16,940 --> 00:02:23,580
+alternating stress component وكل curve بيمثل life
+
+29
+00:02:23,580 --> 00:02:29,240
+معينة اول curve تحت اللي هو infinite life مليون
+
+30
+00:02:29,240 --> 00:02:36,450
+cycle عندي هتكونيعني في الحالة هذه هتكون هذه الاش
+
+31
+00:02:36,450 --> 00:02:41,750
+ال SE ال SE و هنا عندي لو مديت عملت extra
+
+32
+00:02:41,750 --> 00:02:49,170
+pollution ممكن تصل ال SUT فكل
+
+33
+00:02:49,170 --> 00:02:57,990
+بلو مزود ال .. ال .. نحكي اللي هو ..
+
+34
+00:03:03,710 --> 00:03:11,870
+لحظة عشان اعيش مليون cycle محتاج SE قيمة معينة
+
+35
+00:03:11,870 --> 00:03:18,150
+عشان انا اعيش مثلا عشر تلاف cycle معناته بدي ..
+
+36
+00:03:18,150 --> 00:03:21,030
+انا ممكن احتاج strength اعلى، هتزيد ال strength
+
+37
+00:03:21,030 --> 00:03:24,750
+لإن انا هعيش أقل، مظبوط؟ عشان اعيش أكبر بدي أنزل
+
+38
+00:03:24,750 --> 00:03:25,250
+ال load
+
+39
+00:03:29,970 --> 00:03:36,130
+ال curve الجاي هذا مشطق من شكل ستة واحد تلاتين بس
+
+40
+00:03:36,130 --> 00:03:40,550
+هذا مشطق في حالة عندي .. في حالة infinite life
+
+41
+00:03:40,550 --> 00:03:45,190
+يعني عندي هين .. عندي هين SE هين عندي SE و هين SUT
+
+42
+00:03:45,190 --> 00:03:51,710
+هذا طبعا Godman line Godman line Godman
+
+43
+00:03:51,710 --> 00:03:58,070
+lineيعني أي إشي .. أي status stress واقع في ال
+
+44
+00:03:58,070 --> 00:04:02,210
+range هذا يعني تحت الخط هذا معناته هعيش infinite
+
+45
+00:04:02,210 --> 00:04:07,670
+life نرجع لشكل هذا أي status stress واقع في ال
+
+46
+00:04:07,670 --> 00:04:12,330
+range هذا معناته أكيد هيكون infinite life أي
+
+47
+00:04:12,330 --> 00:04:16,630
+status stress برا الخط هذا هيكون finite life
+
+48
+00:04:19,860 --> 00:04:23,260
+يعني لو كانت ال status trace عندى sigma m ال load
+
+49
+00:04:23,260 --> 00:04:27,480
+line بقى لو رسمت load line من zero كانت ال status
+
+50
+00:04:27,480 --> 00:04:34,200
+trace sigma m و sigma alternating لو ال load زاد
+
+51
+00:04:34,200 --> 00:04:38,830
+زاد زاد لحد ما اتقطع من الخط هذهببدأ أصير عندي
+
+52
+00:04:38,830 --> 00:04:43,630
+إيش؟ بعتبر أنه بدأت هذه الحالة الفاصلة لهذا ال
+
+53
+00:04:43,630 --> 00:04:47,730
+load بين ال infinite life و ال finite life في
+
+54
+00:04:47,730 --> 00:04:51,870
+الحالة هذه بيكون ال factor of safety بس طول ضلعه
+
+55
+00:04:51,870 --> 00:04:57,880
+ده OBعلى OA طبعا نسمع نسمة و تانية أسوأ أو بتساوي
+
+56
+00:04:57,880 --> 00:05:03,760
+Sigma A على S A و Sigma M على ال SM ال S A و ال
+
+57
+00:05:03,760 --> 00:05:07,360
+Sigma M ال S A و ال SM اللي هو مدي أحكي أنا ال ..
+
+58
+00:05:07,360 --> 00:05:12,280
+ال strength المناظرة اللي هي ال mean strength
+
+59
+00:05:12,280 --> 00:05:18,130
+المناظرةلا و ال .. و ال .. و ال .. و ال .. و ال
+
+60
+00:05:18,130 --> 00:05:22,710
+alternative strength المناضرة لل load تبعي .. لل
+
+61
+00:05:22,710 --> 00:05:27,950
+load تبعي لاحظوا ال godman line هذه طبعا
+
+62
+00:05:27,950 --> 00:05:31,230
+experimental data كلها جاية برا
+
+63
+00:05:34,250 --> 00:05:39,650
+حكى انه بعيش infinite life هو هيك ال prediction
+
+64
+00:05:39,650 --> 00:05:44,850
+تبعه لكن التجربة بتحكي لأ ممكن اتزود اكتر مانعته
+
+65
+00:05:44,850 --> 00:05:47,830
+هو conservative ولا non-conservative؟ conservative
+
+66
+00:05:47,830 --> 00:05:52,710
+المعادلة
+
+67
+00:05:52,710 --> 00:06:00,350
+بتاعة الخطة ده يعني أخد تلت نقاط على ال curve عن
+
+68
+00:06:00,350 --> 00:06:11,980
+دي handzero و SE عند النقطة هذه sut
+
+69
+00:06:11,980 --> 00:06:18,120
+و zero عند نقطتين على خط مستقيم بقدر أجيب المعادلة
+
+70
+00:06:18,120 --> 00:06:25,660
+المعادلة هتكون عند sigma a على se زاد sigma m على
+
+71
+00:06:25,660 --> 00:06:29,280
+sut بالسوء واحد هذا معادلة ال failure line
+
+72
+00:06:38,160 --> 00:06:42,620
+طبعا احنا الشكل اللي شايفينه في حالة اللي هي sigma
+
+73
+00:06:42,620 --> 00:06:47,760
+M او ال stress component موجبة ال stress component
+
+74
+00:06:47,760 --> 00:06:53,160
+موجبة يعني
+
+75
+00:06:53,160 --> 00:06:59,860
+على فكرة
+
+76
+00:06:59,860 --> 00:07:11,170
+المعادلة هذه المفروض تكون S A على S Aو SM على SUT
+
+77
+00:07:11,170 --> 00:07:19,070
+هذه معادلة اللي كتبت فيها خطأ ليش؟
+
+78
+00:07:19,070 --> 00:07:24,790
+لأن احنا حكينا ال factor of safety بالساوية يعني
+
+79
+00:07:24,790 --> 00:07:36,890
+معادلة الأصل تكون ال failure line SE على SE
+
+80
+00:07:38,750 --> 00:07:44,330
+زائد SM على
+
+81
+00:07:44,330 --> 00:07:55,070
+SUT بساوية واحدة ال factor of safety بساوية
+
+82
+00:07:55,070 --> 00:08:09,430
+SA على سجمة A بساوية SM على سجمة Mيعني الـ S A
+
+83
+00:08:09,430 --> 00:08:19,990
+بيسوا N Sigma A والـ S M بيسوا N Sigma M يعني
+
+84
+00:08:19,990 --> 00:08:34,030
+عوضنا هنا بيسراندي N Sigma A على S E زاد N Sigma M
+
+85
+00:08:34,030 --> 00:08:36,250
+على
+
+86
+00:08:40,410 --> 00:08:48,050
+Sct بساوة واحد إذا الان بساوة واحد معناته سريعة
+
+87
+00:08:48,050 --> 00:08:50,770
+المعادلة الصحية لكن الان بشكل اهم مابتكونش واحد
+
+88
+00:08:50,770 --> 00:08:55,030
+معناته الان الان
+
+89
+00:08:55,030 --> 00:08:59,870
+لو أخدت قسم التطرفية على ان بسرعة واحد على ان
+
+90
+00:09:09,840 --> 00:09:14,300
+معناته N بالساوية
+
+91
+00:09:14,300 --> 00:09:24,440
+Sigma A على S A زائد Sigma M على S U T والسالب
+
+92
+00:09:24,440 --> 00:09:24,820
+واحد
+
+93
+00:09:35,930 --> 00:09:39,690
+طبعا ال stress اللي شايفينه ال sigma a و ال sigma
+
+94
+00:09:39,690 --> 00:09:43,810
+m لازم يتضمن اذا فيه stress concentration يكون
+
+95
+00:09:43,810 --> 00:09:48,050
+مضمن فيه محسوب يعني هذا ال stresses after
+
+96
+00:09:48,050 --> 00:09:51,590
+including ال stress concentration factor
+
+97
+00:09:56,040 --> 00:09:58,900
+و ال S E اللي شايفينها هاد ال S E بعد ال
+
+98
+00:09:58,900 --> 00:10:03,480
+modification احنا عاوزين ال S E بسوى K A K B K C D
+
+99
+00:10:03,480 --> 00:10:09,180
+K D E K E في S A prime يعني هاد ال S E لازم كل
+
+100
+00:10:09,180 --> 00:10:10,900
+التعديلات تكون موجودة فيها
+
+101
+00:10:14,910 --> 00:10:18,750
+لأن إذا كان ال factor of safety أقل من واحد معناته
+
+102
+00:10:18,750 --> 00:10:22,170
+عندى infinite life لو حسبتي طلع عندى ال factor of
+
+103
+00:10:22,170 --> 00:10:31,710
+safety أقل من واحد معناته عندنا finite life الآن
+
+104
+00:10:33,860 --> 00:10:37,440
+ال curve هذا نفس ال curve بس هعمله normalization
+
+105
+00:10:37,440 --> 00:10:41,140
+ايش هال normalization يعني المحاور unitless محاور
+
+106
+00:10:41,140 --> 00:10:49,400
+unitless يعني هنا قسمت المحور القفقي المحور
+
+107
+00:10:49,400 --> 00:10:55,220
+القفقي الأساس هو كان sigma m قسمته على ال sut و
+
+108
+00:10:55,220 --> 00:11:01,090
+المحور الرأسي قسمنا اللي هوالـ sigma alternating
+
+109
+00:11:01,090 --> 00:11:06,970
+على SA فصارت الوحدات unitless الوحدات unitless
+
+110
+00:11:06,970 --> 00:11:12,930
+طبعا هذه النقاط بتمثل experimental data طالما ال
+
+111
+00:11:12,930 --> 00:11:18,390
+ال main stress component موجة بقى highly trend
+
+112
+00:11:18,390 --> 00:11:22,090
+بتاع ال experimental data لما يصير ال main stress
+
+113
+00:11:22,090 --> 00:11:24,690
+component سالبة
+
+114
+00:11:26,140 --> 00:11:32,020
+بسيرين دي خط أفقها قريبا خط أفقها معناته المعادلة
+
+115
+00:11:32,020 --> 00:11:38,680
+بتاعة اللي هي NF بالثاوية Sigma A على SE زي Sigma
+
+116
+00:11:38,680 --> 00:11:42,200
+M على S U T او ناقص واحد في حق في المربع الأول
+
+117
+00:11:42,200 --> 00:11:48,780
+يعني كانت ال Sigma M موجبة في المربع التاني بتكون
+
+118
+00:11:48,780 --> 00:11:54,020
+ال factor of set هو SE على Sigma alternatingطبعا
+
+119
+00:11:54,020 --> 00:11:58,640
+وجود compressive .. ال .. ال negative compressive
+
+120
+00:11:58,640 --> 00:12:06,620
+main component مفيدة .. مفيدة يعني بتطول عمر ال
+
+121
+00:12:06,620 --> 00:12:10,420
+parts عشان هيك مثلا في التروس بحط على الطبقة
+
+122
+00:12:10,420 --> 00:12:14,660
+الخارجية على السن عند ال fillet بحط compressive
+
+123
+00:12:14,660 --> 00:12:17,920
+stress compressive stress بيعمله shut .. shut pain
+
+124
+00:12:19,380 --> 00:12:22,120
+اللي في springs الزمبراكات بتاعة ال suspension
+
+125
+00:12:22,120 --> 00:12:28,420
+نظام التعليق بيكون مفروض من تحت عليها او من اعلى
+
+126
+00:12:28,420 --> 00:12:32,200
+بيسمع لها tension هو بيعملها بيعمل induced
+
+127
+00:12:32,200 --> 00:12:35,880
+compressive residual stresses على سطح العلوي
+
+128
+00:12:35,880 --> 00:12:42,760
+بيقضفها بكورات فبحط فيها negative stress فالوجود
+
+129
+00:12:42,760 --> 00:12:46,460
+ان يكون ال mini stress هذا طبعا هذا بشكل مقصود لكن
+
+130
+00:12:46,460 --> 00:12:51,020
+ال state of stress نتيجة ال loadingإذا كان ال
+
+131
+00:12:51,020 --> 00:12:56,860
+sigma أم negative في كتابنا الأحيان بتكون مفيدة،
+
+132
+00:12:56,860 --> 00:12:57,420
+بتفيدني
+
+133
+00:13:01,680 --> 00:13:06,100
+احنا في ال chapter او ال course هنستخدم اللي هو ال
+
+134
+00:13:06,100 --> 00:13:10,860
+curve هذا بشكل رئيسي يعني هنستخدم معادلة N of
+
+135
+00:13:10,860 --> 00:13:15,580
+بستوى sigma sigma A على S E زي sigma M على S U T
+
+136
+00:13:15,580 --> 00:13:20,460
+او اصطناقس واحد اذا كانت ال main stress موجبة او N
+
+137
+00:13:20,460 --> 00:13:23,380
+of بستوى S E على sigma A اذا كانت ال sigma main
+
+138
+00:13:23,380 --> 00:13:24,120
+ثالثة
+
+139
+00:13:29,910 --> 00:13:37,370
+الان ال for yielding for yielding
+
+140
+00:13:37,370 --> 00:13:43,110
+المفروض
+
+141
+00:13:43,110 --> 00:13:47,690
+في كل أحوالمادخلش في ال plastic range، يعني ال
+
+142
+00:13:47,690 --> 00:13:50,850
+stress level سواء كان ال alternative stress
+
+143
+00:13:50,850 --> 00:13:57,030
+component أو ال main stress component مانتخطى ال
+
+144
+00:13:57,030 --> 00:13:58,790
+yield strength، مانتخطى ال yield .. yield
+
+145
+00:13:58,790 --> 00:14:02,150
+strength، اذا اتخطنا ال yield strength عند النقطة
+
+146
+00:14:02,150 --> 00:14:05,150
+تحت الدراسة، المعنى انت خشيت في ال plastic range
+
+147
+00:14:05,860 --> 00:14:11,040
+يعني انا هاخد حالتين extremes انه الحالة الأولى
+
+148
+00:14:11,040 --> 00:14:17,660
+انه ال stress steady ال stress steady يعني مافيش
+
+149
+00:14:17,660 --> 00:14:21,200
+alternative stress component يعني عندي .. هتكون
+
+150
+00:14:21,200 --> 00:14:29,780
+عندي sigma a اللي هي او .. هيكون عندي sigma m و
+
+151
+00:14:29,780 --> 00:14:35,300
+zeroهذه الحالة الحالة التانية completely reversed
+
+152
+00:14:35,300 --> 00:14:42,420
+status of stress يعني هيكون عندي zero و sigma a
+
+153
+00:14:42,420 --> 00:14:47,000
+يعني هذه الحالة بيكون status of stress ايش و عليها
+
+154
+00:14:47,000 --> 00:14:59,080
+steady حالة تانية هذه في
+
+155
+00:14:59,080 --> 00:15:06,440
+كل أحوالال maximum stress level مش لازم يتخطى ال
+
+156
+00:15:06,440 --> 00:15:11,800
+yield إذا وصلت ال yield في الحالة هذه بنادخة تدخل
+
+157
+00:15:11,800 --> 00:15:14,920
+ال plastic range في الحالة هذه حتى لو كانت .. إذا
+
+158
+00:15:14,920 --> 00:15:18,860
+تخطيت ال yield هصير عندي إيش؟ اللي هو plastic
+
+159
+00:15:18,860 --> 00:15:24,200
+deformation يعني هصير yield لما هدي تكون تساوي
+
+160
+00:15:24,200 --> 00:15:32,630
+إيش؟ أسوأي أو هدي يكون عندىas why يعني هذا بيصير
+
+161
+00:15:32,630 --> 00:15:36,350
+yield يعني اتمثل failure by yield يعني بيصير عندي
+
+162
+00:15:36,350 --> 00:15:44,250
+failure ان احكي بده احكي two points two points بده
+
+163
+00:15:44,250 --> 00:15:46,810
+احكي two extreme points that
+
+164
+00:16:03,680 --> 00:16:19,540
+would cause plastic deformation are
+
+165
+00:16:19,540 --> 00:16:28,700
+اللي هي sy و zero هو zero
+
+166
+00:16:30,480 --> 00:16:37,360
+و As Y يعني لو بدى أرسمه على ال .. اللي هو Sigma M
+
+167
+00:16:37,360 --> 00:16:46,560
+Sigma A Diagram النقطة هذه هتكون هي As Y و
+
+168
+00:16:46,560 --> 00:16:57,110
+Zero النقطة هذه هتكون Zero و As Yمعناته إذا بتكون
+
+169
+00:16:57,110 --> 00:17:00,830
+ال failure criteria by yielding linear هتكون هذا
+
+170
+00:17:00,830 --> 00:17:06,330
+الخط مثل ال failure criteria ل other stress
+
+171
+00:17:06,330 --> 00:17:10,530
+situations ل other stress situations يعني ال
+
+172
+00:17:10,530 --> 00:17:13,370
+loading line هي loading line هي loading line و
+
+173
+00:17:13,370 --> 00:17:20,050
+المتقاطة هذه إيش تعمل؟ failure by yielding
+
+174
+00:17:33,280 --> 00:17:41,520
+فالخط الخط هذا اللي هو مثل ال failure by yielding
+
+175
+00:17:41,520 --> 00:17:48,280
+في حالة طبعا و الخط هذا اللي هو fatigue
+
+176
+00:17:52,050 --> 00:17:58,710
+و هذا ايش؟ fatigue failure يعني
+
+177
+00:17:58,710 --> 00:18:02,270
+yielding يعني .. يعني failure by yielding من أول
+
+178
+00:18:02,270 --> 00:18:07,270
+ما يصل ال load لل yield بيصير failure يعني من أول
+
+179
+00:18:07,270 --> 00:18:10,210
+cycle .. من أول cycle هتصيرله ايش؟ failure
+
+180
+00:18:13,360 --> 00:18:17,520
+او .. او بالاحرار من اول نص سايكل هتسيرله ايش فارغ
+
+181
+00:18:17,520 --> 00:18:22,020
+يعني من اول reversal من اول reversal هيكون هندخل
+
+182
+00:18:22,020 --> 00:18:30,120
+ال yield اذا
+
+183
+00:18:30,120 --> 00:18:35,160
+انا كنت في ال range هذا بيكون
+
+184
+00:18:35,160 --> 00:18:37,720
+عندي infinite life infinite
+
+185
+00:18:39,670 --> 00:18:43,370
+life لأن هذا يمثل ال border إذا أنا أعلى من هذا
+
+186
+00:18:43,370 --> 00:18:49,330
+بكون finite life إذا تحته إيش infinite life إذا
+
+187
+00:18:49,330 --> 00:18:54,710
+تخطيت هذا الخط لأعلى بتكون عندك طبعا yielding
+
+188
+00:18:54,710 --> 00:18:57,770
+هتخليه لجي على طول معناته ال life بتكون أقل من
+
+189
+00:18:57,770 --> 00:19:06,930
+واحد نص ال life بتكون أقل من واحد هذا الخط هنا هنا
+
+190
+00:19:10,000 --> 00:19:14,680
+انا في المنطقة دخلت ال yielding دخلت ال yielding
+
+191
+00:19:14,680 --> 00:19:16,980
+على الرغم لسه من ناحية failure لسه بيحكي ماصارش
+
+192
+00:19:16,980 --> 00:19:20,160
+لسه انت infinite لكن طالما دخلت ال yielding معناته
+
+193
+00:19:20,160 --> 00:19:25,580
+الأن أقل من واحد مظبوط يعني لو مش حاطط ال yielding
+
+194
+00:19:25,580 --> 00:19:29,100
+هنا هيحكي لي لأ لسه انت infinite لأ لكن ال
+
+195
+00:19:29,100 --> 00:19:32,800
+yielding بتحكي لأ انت دخلت ال yielding لأن هاي ال
+
+196
+00:19:32,800 --> 00:19:35,560
+border بتاعة ال yielding معناته الأن أقل من واحد
+
+197
+00:19:35,560 --> 00:19:41,250
+اللي هي نصهذا في حالة ال sigma m موجود في حالة
+
+198
+00:19:41,250 --> 00:19:48,730
+sigma m سلبة هذا هو ال borderline بتاع ال yielding
+
+199
+00:19:48,730 --> 00:19:52,410
+هذا ال borderline بتاع ال fatigue failure عند هنا
+
+200
+00:19:52,410 --> 00:19:58,070
+برضه infinite life اذا كنت هنا في المنطقة هذه ان
+
+201
+00:19:58,070 --> 00:20:02,630
+اقل من واحد يعني دخلت ال yielding هنا دخلت ال
+
+202
+00:20:02,630 --> 00:20:04,570
+yielding في المنطقة هذه هنا دخلت ال yielding
+
+203
+00:20:08,200 --> 00:20:12,520
+ال yielding و ال failure criteria معناته لسه انا
+
+204
+00:20:12,520 --> 00:20:15,620
+ماوصلتش ال yielding معناته هيعيش لعمر معين هتكون
+
+205
+00:20:15,620 --> 00:20:20,980
+ال n بين واحد و ما لنهاية و هنا ال n بين واحد و ما
+
+206
+00:20:20,980 --> 00:20:27,000
+لنهاية يعني هذا ال curve جامع على كل شيء
+
+207
+00:20:27,000 --> 00:20:31,780
+معناته انا لازم افحص for both fatigue failure و
+
+208
+00:20:31,780 --> 00:20:37,550
+for yielding معادة الخطة ده اللي هيوالخطة الاخرى
+
+209
+00:20:37,550 --> 00:20:43,150
+ناقص ناقص
+
+210
+00:20:43,150 --> 00:20:47,910
+واحد ناقص
+
+211
+00:20:47,910 --> 00:20:48,010
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+212
+00:20:48,010 --> 00:20:48,090
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+213
+00:20:48,090 --> 00:20:48,210
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+214
+00:20:48,210 --> 00:20:48,370
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+215
+00:20:48,370 --> 00:20:50,350
+ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص ناقص
+
+216
+00:20:50,350 --> 00:20:52,130
+ن
+
+217
+00:20:54,330 --> 00:20:58,790
+سيجما ام في الحالة دي هي موجبة فهتكون مجموهم هين
+
+218
+00:20:58,790 --> 00:21:02,010
+سيجما ام ثانوية ناخد القيم المطلقة ليش مستريش موجب
+
+219
+00:21:02,010 --> 00:21:07,450
+معناته هذا الخط بيكون المراية .. هاي في مراية هين
+
+220
+00:21:07,450 --> 00:21:14,190
+هيكون هذا ال mirror image لهذا الخط صح؟
+
+221
+00:21:14,190 --> 00:21:18,170
+طيب
+
+222
+00:21:18,170 --> 00:21:20,170
+نشوف الحلو مثال
+
+223
+00:21:48,050 --> 00:21:55,090
+a steel bar undergoes cyclic loading عند قطع
+
+224
+00:21:55,090 --> 00:21:59,250
+ميكانيكية من الحديد تحت تأثير ال cyclic loading
+
+225
+00:22:00,280 --> 00:22:03,180
+such that at the critical notch location في الموقع
+
+226
+00:22:03,180 --> 00:22:07,440
+اللي هو ال critical عنده normal stress cycles
+
+227
+00:22:07,440 --> 00:22:15,280
+between عندي sigma max بده اقول ان هي nominal
+
+228
+00:22:15,280 --> 00:22:26,760
+بتستوى اربعين Kpsi و sigma minimum nominal
+
+229
+00:22:29,800 --> 00:22:37,560
+بساوة عشرين KPSI and
+
+230
+00:22:37,560 --> 00:22:40,880
+a fatigue stress concentration factor applicable
+
+231
+00:22:40,880 --> 00:22:46,260
+with KF بساوة one point two KF لما انا احكي نمو
+
+232
+00:22:46,260 --> 00:22:48,880
+لبناطو ال stress concentration factor مش included
+
+233
+00:22:48,880 --> 00:22:53,220
+لسه KF بساوة one point two
+
+234
+00:22:56,830 --> 00:23:10,370
+For the material المادة الـ SUT 100 والـ
+
+235
+00:23:10,370 --> 00:23:14,390
+SY 85
+
+236
+00:23:14,390 --> 00:23:20,970
+And
+
+237
+00:23:20,970 --> 00:23:23,690
+a fully corrected endurance limit معطينيها جاهزة
+
+238
+00:23:23,690 --> 00:23:25,250
+SE بالساوية 40
+
+239
+00:23:40,640 --> 00:23:44,600
+estimate the fatigue factor of safety based on
+
+240
+00:23:44,600 --> 00:23:48,440
+achieving infinite life according to godman line
+
+241
+00:23:48,440 --> 00:23:54,240
+دي نفس ال factor of safety اللي هو الفتيك في الأول
+
+242
+00:23:54,240 --> 00:23:59,980
+لازم نقاش أحسب بدي أحسب sigma mean nominal إيش
+
+243
+00:23:59,980 --> 00:24:07,440
+الساوي sigma max nominal زائد sigma minimum
+
+244
+00:24:07,440 --> 00:24:17,820
+nominal على اتنينيعني هتساوي اللي هي اربعين زاد
+
+245
+00:24:17,820 --> 00:24:26,400
+عشرين على اتنين يعني تلاتين KPI صحيح و ال sigma M
+
+246
+00:24:26,400 --> 00:24:36,530
+ال sigma A alternating nominal ساوي ال sigma maxO
+
+247
+00:24:36,530 --> 00:24:43,430
+minus sigma minimum nominal على اتنين يعني هكون
+
+248
+00:24:43,430 --> 00:24:52,610
+سوى اربعين ناقص عشرين على اتنين اللي هي عشرة KPSI
+
+249
+00:25:00,420 --> 00:25:04,420
+الان to include الفاكره ستحضر في KF هتكون عندي
+
+250
+00:25:04,420 --> 00:25:15,260
+sigma M هتساوي KF في sigma M nominal يعني هكون one
+
+251
+00:25:15,260 --> 00:25:19,200
+point two في
+
+252
+00:25:19,200 --> 00:25:25,600
+تلاتين هيكون ساوي ستة وتلاتين KPSI
+
+253
+00:25:27,710 --> 00:25:33,630
+و ال sigma alternating هتكون ساوي KF sigma
+
+254
+00:25:33,630 --> 00:25:38,970
+alternating nominal in one point two في عشرة
+
+255
+00:25:38,970 --> 00:25:53,590
+اتناشر KPSI يعني graphically انا
+
+256
+00:25:53,590 --> 00:26:02,640
+عند ال SUT ميةهنحكي واحد هاي عشرة عشرين تلاتين
+
+257
+00:26:02,640 --> 00:26:15,160
+اربعين خمسين ستين سبعين تمانين هاي تسعين هاي مية
+
+258
+00:26:15,160 --> 00:26:18,340
+هاي
+
+259
+00:26:18,340 --> 00:26:27,270
+عندي عشرةعشرين، تلاتين، اربعين، خمسين، ستين،
+
+260
+00:26:27,270 --> 00:26:38,060
+سبعين، تمانين، تسعينيعني عندي عشرة عشرين تلاتين
+
+261
+00:26:38,060 --> 00:26:49,940
+اربعين خمسين ستين سبعين تمانين تسعين مية هذا ال
+
+262
+00:26:49,940 --> 00:26:56,570
+sigma Maccess وده sigma alternating access هندي
+
+263
+00:26:56,570 --> 00:27:07,050
+عشرة عشرين تلاتين اربعين خمسين ستين سبعين تمانين
+
+264
+00:27:07,050 --> 00:27:13,910
+ايه تسعين ال
+
+265
+00:27:13,910 --> 00:27:19,330
+Godman line واصل بين ال institute هندي اكم مية
+
+266
+00:27:19,330 --> 00:27:20,770
+صح هادد
+
+267
+00:27:23,240 --> 00:27:33,880
+هد ال SUT و ال S E أربعين هد ال S E ال good man
+
+268
+00:27:33,880 --> 00:27:39,420
+line واصل بينهم هد ال fatigue failure هد ال good
+
+269
+00:27:39,420 --> 00:27:49,040
+man line طيب ال yield line الأسواي أكمل خمس و
+
+270
+00:27:49,040 --> 00:27:52,600
+تمانين الأسواي خمس و تمانين
+
+271
+00:28:01,170 --> 00:28:17,890
+وهذه الأسواق ال
+
+272
+00:28:17,890 --> 00:28:22,490
+load
+
+273
+00:28:22,490 --> 00:28:22,850
+line
+
+274
+00:28:26,740 --> 00:28:31,600
+الـ load line عند ال status stress ال sigma M 36
+
+275
+00:28:31,600 --> 00:28:35,420
+هي 30
+
+276
+00:28:35,420 --> 00:28:45,880
+هي 36 و
+
+277
+00:28:45,880 --> 00:28:47,540
+ال sigma alternating 12
+
+278
+00:28:55,540 --> 00:29:06,420
+يعني هيندي هنا sigma m بالساوية ستة و تلاتين و
+
+279
+00:29:06,420 --> 00:29:10,480
+هدا sigma
+
+280
+00:29:10,480 --> 00:29:18,280
+alternating بالساوية اتناشر KPSI و هدا هيكون عندى
+
+281
+00:29:28,570 --> 00:29:41,310
+هذا ال load line معناته
+
+282
+00:29:41,310 --> 00:29:49,290
+هذا النقطة تقاطع لل load line هذا هذا هتكون ال
+
+283
+00:29:49,290 --> 00:29:53,270
+strings for this load line ال fatigue strings for
+
+284
+00:29:53,270 --> 00:29:56,370
+this load line وهذه
+
+285
+00:29:58,860 --> 00:30:02,440
+بدي أسميها ال static أو ليه ال strength for this
+
+286
+00:30:02,440 --> 00:30:06,680
+load line يعني هتكون ال factor of safety هذا خلينا
+
+287
+00:30:06,680 --> 00:30:12,340
+نسميه هذا هذا
+
+288
+00:30:12,340 --> 00:30:18,480
+هتكون SM بدي
+
+289
+00:30:18,480 --> 00:30:21,920
+أسميها for fatigue وهذا
+
+290
+00:30:27,650 --> 00:30:31,350
+اس ايه for fatigue
+
+291
+00:30:55,460 --> 00:31:01,120
+طيب انا كيف ممكن احسب اللحظة ال slope بتاع ال line
+
+292
+00:31:01,120 --> 00:31:09,340
+هذا بيساوي sigma a على
+
+293
+00:31:09,340 --> 00:31:20,140
+sigma m و برضه بيساوي S a على S m صح؟ لان هذه نقطة
+
+294
+00:31:20,140 --> 00:31:22,240
+واحدة نقطة على نفس الخط معناه ان ال slope هيكون
+
+295
+00:31:22,240 --> 00:31:28,630
+هذاعلى هذا او هذا على هذا اللي
+
+296
+00:31:28,630 --> 00:31:34,690
+بيسمي ال slope R الـ R اللي هو هيكون اللي هو Sigma
+
+297
+00:31:34,690 --> 00:31:44,610
+A على Sigma M يعني هيكون اتناش على ستة و تلاتين
+
+298
+00:31:44,610 --> 00:31:50,350
+اللي هو تلت وهذا
+
+299
+00:31:50,350 --> 00:31:50,890
+بتساوي
+
+300
+00:31:53,830 --> 00:31:59,190
+اللي هو S A على
+
+301
+00:31:59,190 --> 00:32:04,970
+S M يعني
+
+302
+00:32:04,970 --> 00:32:09,490
+ال S M هتكون
+
+303
+00:32:09,490 --> 00:32:20,470
+ساعة و تلاتة ال S A ال
+
+304
+00:32:23,150 --> 00:32:32,970
+ال godman criteria فاتك في اللي هو هتكون ده SM على
+
+305
+00:32:32,970 --> 00:32:39,830
+SUT زائد SA
+
+306
+00:32:39,830 --> 00:32:43,950
+على
+
+307
+00:32:43,950 --> 00:32:47,590
+SE بتساوي واحد صح؟
+
+308
+00:32:50,440 --> 00:32:58,000
+والقسم عندي تلاتة ال S A عكوا ان عندي تلاتة ال S A
+
+309
+00:32:58,000 --> 00:33:10,880
+على ال S U T اللي هو مية زاد
+
+310
+00:33:10,880 --> 00:33:17,840
+ال S A على ال S E أربعين
+
+311
+00:33:23,560 --> 00:33:31,240
+بتساوي واحد يعني
+
+312
+00:33:31,240 --> 00:33:41,020
+ال S A سبوا اكم تطلع يعني
+
+313
+00:33:41,020 --> 00:33:44,820
+تلاتة علامية زياد واحد على اربعين
+
+314
+00:33:56,900 --> 00:34:02,360
+و ادور الطرفين ب 200 احس ان عندي اتنين في التلاتة
+
+315
+00:34:02,360 --> 00:34:09,840
+ستة اكم؟ تمانتاش point
+
+316
+00:34:09,840 --> 00:34:13,840
+point KPSI
+
+317
+00:34:13,840 --> 00:34:18,940
+يعني
+
+318
+00:34:18,940 --> 00:34:26,860
+ال factor of safety هتكون NF بسوء SAعلى سيجما ايه
+
+319
+00:34:26,860 --> 00:34:34,300
+صح اللي هي تمانتاش point اتنين على سيجما ايه اللي
+
+320
+00:34:34,300 --> 00:34:44,720
+هي اتناش واحد
+
+321
+00:34:44,720 --> 00:34:53,500
+point خمسة كم؟ اتنين هذا
+
+322
+00:34:53,500 --> 00:34:54,880
+ال factor is against fatigue
+
+323
+00:35:02,910 --> 00:35:15,230
+هذا الخط معدلته عندى هذه النقطة هذى اللى هى Sy و
+
+324
+00:35:15,230 --> 00:35:27,110
+Zero و هذى Zero و Sy و هذى بدى احكى Sm for
+
+325
+00:35:27,110 --> 00:35:31,170
+yielding و Sa for yielding صح؟
+
+326
+00:35:35,330 --> 00:35:40,550
+هيكون معادة الخط سفر
+
+327
+00:35:40,550 --> 00:35:43,670
+ناقص
+
+328
+00:35:43,670 --> 00:35:54,710
+SY على SY ناقص سفر وهي من بينها ناقص واحد باسلوب
+
+329
+00:35:54,710 --> 00:36:01,310
+بالظبط بالساوية SAY
+
+330
+00:36:05,590 --> 00:36:11,130
+minus SY على
+
+331
+00:36:11,130 --> 00:36:16,990
+SMY
+
+332
+00:36:16,990 --> 00:36:24,810
+minus 0 يعني انا هاكون عنده يعني
+
+333
+00:36:24,810 --> 00:36:29,170
+في الآخر هتساوي minus واحد صح اللي هى دى
+
+334
+00:36:36,430 --> 00:36:43,990
+يعني انا هاكون عندى ال S A Y minus ال S Y minus S
+
+335
+00:36:43,990 --> 00:36:54,050
+M Y يعني
+
+336
+00:36:54,050 --> 00:37:00,210
+انا هاكون عندى S A Y minus S Y بالسوية ال S M هنا
+
+337
+00:37:00,210 --> 00:37:03,770
+كان بالسوية مش تلاتة ضعف ال S A ما هي ده كلها جاى
+
+338
+00:37:03,770 --> 00:37:12,650
+على نفس الخطهتكون ساوية تلاتة minus تلاتة ال S A Y
+
+339
+00:37:12,650 --> 00:37:19,130
+يعني
+
+340
+00:37:19,130 --> 00:37:25,670
+هتكون ال S A Y بالساوية
+
+341
+00:37:25,670 --> 00:37:30,030
+S
+
+342
+00:37:30,030 --> 00:37:33,850
+Y على أربعة صح؟
+
+343
+00:37:37,400 --> 00:37:46,600
+يعني هتكون خمس تونين على أربعة و ربع
+
+344
+00:37:46,600 --> 00:37:50,840
+مظبوط؟
+
+345
+00:37:50,840 --> 00:37:58,320
+معناته
+
+346
+00:37:58,320 --> 00:38:03,040
+ال unfully fore yielding هتكون هذه
+
+347
+00:38:06,210 --> 00:38:15,110
+هذه اللي هي say صح؟ هتكون ال say على ال sigma a
+
+348
+00:38:15,110 --> 00:38:28,850
+يعني هتكون واحد و عشرين و ربع على اتناش اكم؟
+
+349
+00:38:28,850 --> 00:38:31,430
+واحد bond
+
+350
+00:38:34,340 --> 00:38:38,600
+السبعة السابعة ال fatigue factor of safety اللي هو
+
+351
+00:38:38,600 --> 00:38:42,860
+طلعنا واحد و خمسين يعني متوقع يصير fatigue failure
+
+352
+00:38:42,860 --> 00:38:48,780
+قبل ما يصير healing وهي مبين عندي يعني اذا كان ال
+
+353
+00:38:48,780 --> 00:38:52,660
+loading line يمر
+
+354
+00:38:52,660 --> 00:38:56,600
+في النقطة هذه يكون
+
+355
+00:38:56,600 --> 00:39:01,180
+ال fatigue factor نفس الشيء اذا هيك ال load line
+
+356
+00:39:04,090 --> 00:39:09,890
+بيصير yielding في الأول، المرات في الحالة هادة،
+
+357
+00:39:09,890 --> 00:39:16,230
+اذا كنا هنا بيكونين دي أقل من واحد، لو كنت هنا
+
+358
+00:39:16,230 --> 00:39:20,230
+يعني
+
+359
+00:39:20,230 --> 00:39:25,370
+من هنا واطلع يعني .. يعني بيصير fatigue فيه في
+
+360
+00:39:25,370 --> 00:39:27,810
+الأول و بعدين هنا بيصير yielding
+
+361
+00:39:32,860 --> 00:39:36,780
+طبعا دى هين هى النقطة ال load line بتاعى انها كانة
+
+362
+00:39:36,780 --> 00:39:42,040
+ستة وتلاتين واطناش هذا
+
+363
+00:39:42,040 --> 00:39:46,160
+ال fatigue فاليه كرتيريا اذا كان عندى ال SM موجب
+
+364
+00:39:46,160 --> 00:39:49,400
+sigma M موجبهذا ال fatigue في ال criteria اذا كان
+
+365
+00:39:49,400 --> 00:39:55,240
+ال sigma m سالب هذا ال yield في ال criteria هذا ال
+
+366
+00:39:55,240 --> 00:39:59,760
+yield في ال criteria وهذا النقطة بتاعتنا هي 36 و
+
+367
+00:39:59,760 --> 00:40:05,320
+12 وهذا ايش ال load line يعني حسبنا النقطة B
+
+368
+00:40:05,320 --> 00:40:14,260
+والنقطة C مظبوط ومنهم حسبنا ال factor of safety
+
+369
+00:40:19,860 --> 00:40:27,820
+الان ال .. ال
+
+370
+00:40:27,820 --> 00:40:31,420
+.. ال godman line هذه احد ال theories احد ال
+
+371
+00:40:31,420 --> 00:40:35,020
+fatigue design theories فيه other theories او ..
+
+372
+00:40:35,020 --> 00:40:38,840
+او other في ال criteria في ان احنا ال godman line
+
+373
+00:40:38,840 --> 00:40:44,840
+عندهين، عند طبعا هذااللي هو ال sigma m axis هذا ال
+
+374
+00:40:44,840 --> 00:40:48,480
+sigma ال alternating axis وال yield is yield يعني
+
+375
+00:40:48,480 --> 00:40:52,880
+في الحالات عندي SY و SY ال Godman كرتيريا كانت
+
+376
+00:40:52,880 --> 00:41:01,950
+linear بين SUT و SEلأن في other criteria فى عندى
+
+377
+00:41:01,950 --> 00:41:09,150
+Soderbergh فى عندى Goodman فى عندى Moro فى عندى
+
+378
+00:41:09,150 --> 00:41:17,090
+SWT وفى عندى Asmialeptic وفى عندى Gerber هذو ال
+
+379
+00:41:17,090 --> 00:41:24,650
+other design او fatigue failure criteria لأن ال
+
+380
+00:41:24,650 --> 00:41:32,140
+Goodman زى ما حكينا ال Goodman واصل بينبين SUT و
+
+381
+00:41:32,140 --> 00:41:38,680
+SA يعني لما تكون Sigma A واقع على الخط يعني هتكون
+
+382
+00:41:38,680 --> 00:41:41,000
+Sigma A على SE زي Sigma M على SUT بيساوي واحد
+
+383
+00:41:41,000 --> 00:41:43,500
+هتكون عندي هذا ال failure line هذا ال failure line
+
+384
+00:41:43,500 --> 00:41:47,560
+و ال factor of safety enough بيساوي Sigma A على SE
+
+385
+00:41:47,560 --> 00:41:50,440
+زي Sigma M على SUT او ناقص واحد هذا ما كانت تكون
+
+386
+00:41:50,440 --> 00:41:57,150
+ال main stress component موجة طبعاال good من
+
+387
+00:41:57,150 --> 00:42:02,510
+criteria اولش العلاقة linear simple conservative
+
+388
+00:42:02,510 --> 00:42:06,970
+يعني بتعمل prediction توقع على ال failure قبل ما
+
+389
+00:42:06,970 --> 00:42:12,410
+حقيقة نصير اياش failure وسهلة في الحسابات الدزينة
+
+390
+00:42:12,410 --> 00:42:16,250
+يعني good for design purposes it's not typical of
+
+391
+00:42:16,250 --> 00:42:19,630
+the data هي conservative مش متطابقة معاياش مع ال
+
+392
+00:42:19,630 --> 00:42:20,910
+experimental data
+
+393
+00:42:24,480 --> 00:42:30,880
+applicable for positive mean stress لكن لو ضفت هذه
+
+394
+00:42:30,880 --> 00:42:33,960
+بحكي
+
+395
+00:42:33,960 --> 00:42:37,700
+في حالة negative mean stress بيكون عند ال factor
+
+396
+00:42:37,700 --> 00:42:42,200
+of safety بيستوى sc على sigma a بيصير applicable
+
+397
+00:42:42,200 --> 00:42:45,460
+طيب
+
+398
+00:42:45,460 --> 00:42:51,080
+ال
+
+399
+00:42:51,080 --> 00:42:51,580
+moro
+
+400
+00:42:54,330 --> 00:43:00,690
+هذه المورو جاى الخط برضه linear الخط واصل بين
+
+401
+00:43:00,690 --> 00:43:10,770
+sigma f bar و S E طبعا هي شكل المعادلة linear يعني
+
+402
+00:43:10,770 --> 00:43:14,190
+مورو line is identical in nature to Godman هو شكله
+
+403
+00:43:14,190 --> 00:43:20,530
+مشابه لل Godman except الفرق الوحيد انه تم
+
+404
+00:43:20,530 --> 00:43:27,390
+استبدالنا S و T ب sigma f barSigma F bar اللي هي
+
+405
+00:43:27,390 --> 00:43:34,830
+ال true fracture strength او ال fatigue strength
+
+406
+00:43:34,830 --> 00:43:37,730
+كوفيش ال sigma F prime اللي في بداية الشبتر حكينا
+
+407
+00:43:37,730 --> 00:43:43,830
+عنه ال sigma F bar اللي هي ال true fracture
+
+408
+00:43:43,830 --> 00:43:49,530
+strength لما نعمل stress لما نعمل tensile test
+
+409
+00:43:56,990 --> 00:44:09,690
+لما قمت انساء ال test هذا
+
+410
+00:44:09,690 --> 00:44:15,930
+ال engineering stress strain curve في ال true
+
+411
+00:44:15,930 --> 00:44:18,350
+stress strain curve
+
+412
+00:44:29,120 --> 00:44:41,900
+هذا ال true هذه هي sigma F bar true بيكون
+
+413
+00:44:41,900 --> 00:44:46,620
+sigma F bar أكبر أكبر أكبر من ال S U T بيكون أكبر
+
+414
+00:44:46,620 --> 00:44:49,100
+من ال S U T
+
+415
+00:44:58,130 --> 00:45:02,790
+ال moral line provides a reasonable fit to the
+
+416
+00:45:02,790 --> 00:45:07,730
+fatigue data on both positive and negative mean
+
+417
+00:45:07,730 --> 00:45:12,810
+stress side يعني بظبط في الحالتين يعني لإن ال
+
+418
+00:45:12,810 --> 00:45:17,610
+slope بتاعه أقل فبيعطيه الممكن أبده على الجهة
+
+419
+00:45:17,610 --> 00:45:22,250
+التانية طيب
+
+420
+00:45:27,910 --> 00:45:30,670
+it tends to be slightly toward the conservative
+
+421
+00:45:30,670 --> 00:45:35,190
+side for the positive ministers لما نكون عند ال
+
+422
+00:45:35,190 --> 00:45:40,910
+ministers positive ال experimental data تكون برا
+
+423
+00:45:40,910 --> 00:45:47,270
+يعني بيكون conservative لما تكون it
+
+424
+00:45:47,270 --> 00:45:51,030
+is linear طبعا و simple زي Godman line لكن تعطيني
+
+425
+00:45:51,030 --> 00:45:55,470
+better fit لان ال data بتاعة ال experimental data
+
+426
+00:45:55,470 --> 00:46:06,790
+جاي زي هيكفبيعطيني fit أحسن نرجع لما
+
+427
+00:46:06,790 --> 00:46:15,530
+أرجع لورع شوية بيصير الخط جاي زي هيك بيعطيني
+
+428
+00:46:15,530 --> 00:46:19,870
+fit لل data أحسن يعني ال fit للخط هذا جاي أقرب زي
+
+429
+00:46:19,870 --> 00:46:22,870
+هيك او جاي أقرب لياش لمارو
+
+430
+00:46:32,020 --> 00:46:35,460
+ال disadvantage اللي هو limited availability of
+
+431
+00:46:35,460 --> 00:46:38,880
+values sigma f bar او sigma prime مش دايما .. مش
+
+432
+00:46:38,880 --> 00:46:44,660
+لكل المواد بتلقى القيم ال sigma f bar و ال sigma f
+
+433
+00:46:44,660 --> 00:46:51,160
+prime لكن ال SUT بتكون ايش متاحة لكل المواد ال SUT
+
+434
+00:46:51,160 --> 00:46:52,720
+و ال SY و ال SA
+
+435
+00:46:58,210 --> 00:47:02,830
+عشان هيك نحكي a very crude estimate is given by
+
+436
+00:47:02,830 --> 00:47:06,730
+SAE which هي society of automotive engineers for
+
+437
+00:47:06,730 --> 00:47:11,350
+the fatigue strength coefficient for steels ال HP
+
+438
+00:47:11,350 --> 00:47:15,690
+أقل من خمسمية Sigma F prime بيساوي SUT زائد خمسين
+
+439
+00:47:15,690 --> 00:47:19,250
+في حتة ال English unit أو بيساوي Sigma F prime
+
+440
+00:47:19,250 --> 00:47:23,470
+بيساوي SUT زائد تلت مية خمسة واربين ميجا بسكال في
+
+441
+00:47:23,470 --> 00:47:27,910
+حتة ال metric unitبصير failure المعادة الـ failure
+
+442
+00:47:27,910 --> 00:47:32,570
+line sigma a على s a زي sigma m على sigma f bar أو
+
+443
+00:47:32,570 --> 00:47:38,010
+sigma f prime بسوء واحد يعني
+
+444
+00:47:38,010 --> 00:47:40,830
+إذا استخدمت sigma f bar أو بس كونت ساوية
+
+445
+00:47:47,110 --> 00:47:50,790
+بتكون سوى sigma a على se زي sigma m على sigma f
+
+446
+00:47:50,790 --> 00:47:54,690
+prime بالساوية و ال factor of safety انا بتساوي
+
+447
+00:47:54,690 --> 00:48:02,230
+sigma a على se زي sigma m على sigma f bar او نفس
+
+448
+00:48:02,230 --> 00:48:06,010
+الموعدة بس بس تبدأ sigma f bar ب sigma f prime
+
+449
+00:48:06,010 --> 00:48:12,750
+كنتين قريبين من بعض طيب
+
+450
+00:48:12,750 --> 00:48:15,050
+هدا يعيش ال moral
+
+451
+00:48:18,410 --> 00:48:22,970
+ال godman ال
+
+452
+00:48:22,970 --> 00:48:30,490
+.. او ال gerber ال gerber نفس ال godman بس
+
+453
+00:48:30,490 --> 00:48:34,230
+non-linear non-linear يعني it fits ال experimental
+
+454
+00:48:34,230 --> 00:48:40,270
+data أحسن it fits ال experimental data أحسن من
+
+455
+00:48:40,270 --> 00:48:42,750
+godman العراق مش linear
+
+456
+00:48:48,410 --> 00:48:53,110
+slightly non conservative for stress situations
+
+457
+00:48:53,110 --> 00:48:56,330
+near the ordinate ال ordinate .. مينش هو ال
+
+458
+00:48:56,330 --> 00:49:02,610
+ordinate؟ الأفق ولا الرأس؟ هذه الأبسكة مظبوط و هذه
+
+459
+00:49:02,610 --> 00:49:06,930
+إيه إيش؟ ال ordinate مظبوط فبتكون
+
+460
+00:49:06,930 --> 00:49:13,660
+slightly non conservativeapply to positive mean
+
+461
+00:49:13,660 --> 00:49:16,560
+stress يعني .. يعني المعادل .. ال .. ال criteria
+
+462
+00:49:16,560 --> 00:49:18,420
+في حالة sigma M موجة
+
+463
+00:49:21,380 --> 00:49:24,440
+two conservative if applied to negative mean
+
+464
+00:49:24,440 --> 00:49:28,020
+stress هذي المعادلة لو روحت اعملتها مضيتها زي هيك
+
+465
+00:49:28,020 --> 00:49:34,640
+هتعمل ليه؟ يعني هكون slouch زيك خفيف، تعطينياش؟
+
+466
+00:49:34,640 --> 00:49:38,660
+conservative في حالة negative mean stress ال
+
+467
+00:49:38,660 --> 00:49:41,700
+filler criteria بيكون ال filler line اللي هو sigma
+
+468
+00:49:41,700 --> 00:49:47,700
+a على se زي sigma m على sut تربيع بالساوي واحدوال
+
+469
+00:49:47,700 --> 00:49:52,580
+factor of safety لما تكون ال sigma M موجبة سواء 1
+
+470
+00:49:52,580 --> 00:49:56,420
+على 2 في S U T على sigma M لكل تربيع في sigma A
+
+471
+00:49:56,420 --> 00:50:00,920
+على S E في ناقص واحد زي الجزر تربيع لواحد زي اتنين
+
+472
+00:50:00,920 --> 00:50:07,320
+sigma M S E على S M sigma A لكل تربيع حد في حالة
+
+473
+00:50:07,320 --> 00:50:12,920
+sigma مين موجبة اقعد
+
+474
+00:50:12,920 --> 00:50:14,340
+على الجانب الكاميرا اعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU.srt
new file mode 100644
index 0000000000000000000000000000000000000000..c54a2fdeb68397ce39e9f42bc1b571dbfe66bb81
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU.srt
@@ -0,0 +1,1491 @@
+1
+00:00:05,060 --> 00:00:07,980
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,980 --> 00:00:14,440
+وبركاته هنكمل في مادة تصميم الآلات واحد احنا بدأنا 
+
+3
+00:00:14,440 --> 00:00:18,600
+في chapter خمسة اللي بيحكي على ال static failure
+
+4
+00:00:18,600 --> 00:00:23,080
+أو failure due to static loading so far حكينا عن
+
+5
+00:00:23,080 --> 00:00:27,200
+ال maximum shear stress theory و ال distortion
+
+6
+00:00:27,200 --> 00:00:29,880
+energy theory أو von Mises theory
+
+7
+00:00:32,220 --> 00:00:35,440
+اليوم هنحكي عن new theory اللي هي ال Mohr theory
+
+8
+00:00:37,630 --> 00:00:40,690
+إذا فاكرين نرجع لأول الشابتر كنا نفحص نشوف ال
+
+9
+00:00:40,690 --> 00:00:43,570
+material هي ductile ولا مش ductile  is ductile كنا
+
+10
+00:00:43,570 --> 00:00:48,690
+نروح على جهة اليمين بعدين كنا نفحص نشوف هل ال
+
+11
+00:00:48,690 --> 00:00:52,690
+yield strength in tension بيساوي yield strength in
+
+12
+00:00:52,690 --> 00:00:55,270
+compression إذا بيساوي yield strength in tension
+
+13
+00:00:55,270 --> 00:00:58,430
+بيساوي yield strength in compression كنا نستخدم
+
+14
+00:00:58,430 --> 00:01:01,750
+اللي هي maximum shear stress theory في حالة
+
+15
+00:01:01,750 --> 00:01:04,890
+concerted solution أو distortion energy theory في
+
+16
+00:01:04,890 --> 00:01:13,050
+حالة more accurate solution الآن إذا ال yield
+
+17
+00:01:13,050 --> 00:01:17,230
+strength أو ال strength in tension ما بيساويش ال
+
+18
+00:01:17,230 --> 00:01:20,970
+strength in compression بدي استخدم نظرية ثانية
+
+19
+00:01:20,970 --> 00:01:26,030
+اسمها ال Mohr theory بنستخدم ال Mohr theory ال Mohr
+
+20
+00:01:26,030 --> 00:01:35,150
+theory يعني هي مؤسسة على ثلاث فحوصات عينة تم فحصها
+
+21
+00:01:35,150 --> 00:01:40,070
+under pure tension uniaxial loading طبعًا ال Mohr
+
+22
+00:01:40,070 --> 00:01:46,810
+بتكون بالشكل هذا وعينة كانت under pure compression 
+
+23
+00:01:46,810 --> 00:01:54,830
+هذا ال Mohr بتاعتها وعينة under pure torsion هذا
+
+24
+00:01:54,830 --> 00:02:00,210
+بيكون ال Mohr sir بتاعتها الآن ال failure curve
+
+25
+00:02:00,210 --> 00:02:08,710
+هذا هو ال failure curve بيكون curve مماس لثلاث دوائر ال
+
+26
+00:02:08,710 --> 00:02:13,010
+tension و ال compression و ال torsion circle هذا
+
+27
+00:02:13,010 --> 00:02:19,010
+اللي هو ال failure profile طبعًا as an
+
+28
+00:02:19,010 --> 00:02:19,830
+approximation
+
+29
+00:02:22,660 --> 00:02:27,700
+هنقول لأ خلينا نحكي نأخذ اللي هو ال tensile test و
+
+30
+00:02:27,700 --> 00:02:32,580
+ال compression test و نرسم ال tangent line
+
+31
+00:02:32,580 --> 00:02:37,120
+للدائرتين هدول ال two Mohr circles و هذا يمثل ال
+
+32
+00:02:37,120 --> 00:02:41,960
+failure profile الخط هذا ال failure profile طبعًا
+
+33
+00:02:41,960 --> 00:02:49,070
+based على ال geometry و تشبه مثلثات بيطلع عنده سيجما
+
+34
+00:02:49,070 --> 00:02:55,530
+واحد على ST ناقص سيجما ثلاث على SC بيستنتج،
+
+35
+00:02:55,530 --> 00:03:00,230
+سيجما واحد هي إيش؟ principle stress، سيجما اثنين 
+
+36
+00:03:00,230 --> 00:03:03,510
+principle stress، سيجما ثلاث principle إيش؟ stress
+
+37
+00:03:06,110 --> 00:03:09,030
+ال ST هي ال strength in tension و ال SC هي ال
+
+38
+00:03:09,030 --> 00:03:12,610
+strength in compression لو حطينا ال factor في ال
+
+39
+00:03:12,610 --> 00:03:17,730
+safety بيصير عندي sigma 1 على ST ناقص sigma 3 على
+
+40
+00:03:17,730 --> 00:03:25,630
+ST بيصير 1 على N لأن في حالة ductile materials ال
+
+41
+00:03:25,630 --> 00:03:31,930
+ST بيصير yield strength in tension و ال SC بتكون
+
+42
+00:03:31,930 --> 00:03:34,170
+yield strength in compression في حالة brittle
+
+43
+00:03:34,170 --> 00:03:40,150
+materials هذه بتكون ال ultimate tensile strength
+
+44
+00:03:40,150 --> 00:03:45,270
+وهذه ال ultimate compressive strength معناته احنا
+
+45
+00:03:45,270 --> 00:03:48,870
+هنا general ST و ST في حالة ال ductile material ال
+
+46
+00:03:48,870 --> 00:03:52,390
+ST بتكون yield strength in tension و ال SC ال
+
+47
+00:03:52,390 --> 00:03:54,310
+yield strength in compression في حالة brittle
+
+48
+00:03:54,310 --> 00:03:57,290
+materials بتكون هذه ال ultimate tensile strength
+
+49
+00:03:57,290 --> 00:04:01,130
+وهذه بتكون ال ultimate compressive strength
+
+50
+00:04:05,090 --> 00:04:11,350
+هنأخذ 2d case يعني في الشغل عندي في عندي ال two
+
+51
+00:04:11,350 --> 00:04:12,890
+points و ال stresses اللي حلو إن أنا أكون عندي ال
+
+52
+00:04:12,890 --> 00:04:16,290
+two points و ال stresses موجبين عندي ثلاث حالات
+
+53
+00:04:16,290 --> 00:04:20,220
+هيكون ال sigma a و sigma b موجبين حالة الثانية
+
+54
+00:04:20,220 --> 00:04:26,220
+واحدة موجبة واحدة سالبة حالة الثالثة اثنتين سالبين
+
+55
+00:04:26,220 --> 00:04:30,340
+في الحالة الأولى إذا كانت sigma a و sigma b موجبين
+
+56
+00:04:30,340 --> 00:04:33,720
+هترتبوا ترتيب تصاعدي sigma a أكبر أو يساوي sigma b
+
+57
+00:04:33,720 --> 00:04:40,100
+أكبر أو يساوي صفر بتكون sigma واحد هي إيش؟ sigma a و
+
+58
+00:04:40,100 --> 00:04:46,600
+sigma ثلاث اللي هي بتكون صفر معناته لما أعوض هنا
+
+59
+00:04:47,600 --> 00:04:52,420
+بيصير عندي سيجما a على ST ناقص صفر على ST بيساوي
+
+60
+00:04:52,420 --> 00:04:57,720
+واحد يعني
+
+61
+00:04:57,720 --> 00:05:02,020
+الحالة الأولى عندي سيجما a
+
+62
+00:05:04,710 --> 00:05:14,010
+أكبر أو يساوي سيجما b أكبر أو يساوي صفر سيجما
+
+63
+00:05:14,010 --> 00:05:22,530
+واحد سيجما اثنين سيجما ثلاث عند ال failure بيصير
+
+64
+00:05:22,530 --> 00:05:31,060
+سيجما واحد على ST ناقص سيجما ثلاث على S C
+
+65
+00:05:31,060 --> 00:05:34,680
+بالساوي واحد يعني لو عوضنا سيجما واحد اللي هي سيجما
+
+66
+00:05:34,680 --> 00:05:44,420
+A على S T ناقص صفر على S C بالساوي واحد يعني
+
+67
+00:05:44,420 --> 00:05:53,800
+بالتالي دي سيجما A على S T بالساوي واحد يعني
+
+68
+00:05:53,800 --> 00:06:02,080
+عشان يصير failure لازم سيجما A أكبر أو يساوي ال ST
+
+69
+00:06:02,080 --> 00:06:07,520
+هذه الحالة الأولى الحالة الثانية واحدة موجبة
+
+70
+00:06:07,520 --> 00:06:14,100
+وواحدة سالبة يعني أنا هرتبهم هتكون عندي سيجما a أكبر 
+
+71
+00:06:14,100 --> 00:06:22,220
+أو يساوي الصفر أكبر أو يساوي سيجما b يعني هذه هتكون
+
+72
+00:06:22,220 --> 00:06:30,600
+سيجما واحد سيجما اثنين و سيجما ثلاث لما نطبق
+
+73
+00:06:30,600 --> 00:06:36,220
+المعادلة اللي هي سيجما واحد على ST ناقص سيجما
+
+74
+00:06:36,220 --> 00:06:41,700
+ثلاث على SC بالساوي واحد بيكون عندي اللي هي
+
+75
+00:06:41,700 --> 00:06:50,960
+سيجما A على ST ناقص سيجما B على SC بالساوي واحد
+
+76
+00:06:56,020 --> 00:07:04,280
+هذا أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر
+
+77
+00:07:04,280 --> 00:07:06,020
+أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي
+
+78
+00:07:06,020 --> 00:07:13,320
+أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو
+
+79
+00:07:13,320 --> 00:07:14,320
+يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي
+
+80
+00:07:14,320 --> 00:07:14,420
+أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو
+
+81
+00:07:14,420 --> 00:07:15,060
+يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي
+
+82
+00:07:15,060 --> 00:07:22,060
+أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو
+
+83
+00:07:22,060 --> 00:07:29,640
+يساوي سيجما اثنين سيجما ثلاث في العاطف المعادلة هذا بيكون
+
+84
+00:07:29,640 --> 00:07:37,020
+عنده صفر على ST ناقص سيجما B
+
+85
+00:07:41,660 --> 00:07:49,640
+على SC for fail هتكون أكبر أو يساوي واحد يعني
+
+86
+00:07:49,640 --> 00:07:58,340
+هتكون عندي ناقص سيجما B على ال SC أو ناقص سيجما B
+
+87
+00:07:58,340 --> 00:08:02,080
+أكبر
+
+88
+00:08:02,080 --> 00:08:07,940
+أو يساوي ال SC إذا طلبت طرف ال ناقص بيصير سيجما B
+
+89
+00:08:09,880 --> 00:08:17,220
+أقل أو يساوي سالب الـ SC هذه
+
+90
+00:08:17,220 --> 00:08:23,880
+تمثل Graphically يعني
+
+91
+00:08:23,880 --> 00:08:29,510
+هي من ناحية الشكل زي ال maximum shear stress theory
+
+92
+00:08:29,510 --> 00:08:33,390
+منحت الشكل في ال maximum shear stress theory اللي
+
+93
+00:08:33,390 --> 00:08:37,130
+... اللي ... اللي بتكون ال ST ال strength in tension
+
+94
+00:08:37,130 --> 00:08:42,750
+بالساوي ال strength in compression الحالة الأولى هي
+
+95
+00:08:42,750 --> 00:08:47,910
+في الربع الأول والحالة
+
+96
+00:08:47,910 --> 00:08:52,330
+اللي هي بتكون واحدة موجبة واحدة سالبة في الربع الرابع
+
+97
+00:08:53,960 --> 00:08:57,640
+والحالة اللي هي الثالثة اثنتين سالبات اللي هي في
+
+98
+00:08:57,640 --> 00:09:04,520
+الربع الثالث عشان
+
+99
+00:09:04,520 --> 00:09:14,480
+نوجد اللي ... اللي هي ال shear strength in yield في
+
+100
+00:09:14,480 --> 00:09:19,820
+حالة ال columnar theory هنعمل loading line
+
+101
+00:09:46,420 --> 00:09:57,280
+هذه ST loading
+
+102
+00:09:57,280 --> 00:10:02,680
+line ل pure torsion specimen pure torsion specimen
+
+103
+00:10:02,680 --> 00:10:05,700
+pure torsion specimen يعني هيكون عندي ال Mohr
+
+104
+00:10:05,700 --> 00:10:12,800
+circle هذه الدائرة معناته هيكون ال loading line ال
+
+105
+00:10:12,800 --> 00:10:15,200
+load line بيعمل زاوية
+
+106
+00:10:19,190 --> 00:10:23,710
+خمسة وأربعين درجة هذه
+
+107
+00:10:23,710 --> 00:10:33,810
+النقطة واقعة على ال load line و واقعة على ال failure
+
+108
+00:10:33,810 --> 00:10:42,150
+line يعني هذه معادلة و هذه معادلة نعرف إيش نساوي هذه
+
+109
+00:10:42,150 --> 00:10:48,750
+sigma b بالساوي ناقص sigma a صح؟
+
+110
+00:10:51,490 --> 00:10:58,790
+بالضبط وهذه المعادلة التي عرضتها اللي هي اللي
+
+111
+00:10:58,790 --> 00:11:03,610
+هي سيجما واحد على
+
+112
+00:11:03,610 --> 00:11:08,710
+ST ناقص
+
+113
+00:11:08,710 --> 00:11:15,350
+سيجما ثلاث على SC بالثانية واحد لكن لو تكون
+
+114
+00:11:15,350 --> 00:11:18,070
+الحالة الثانية لو الواحد اللي بيجيب واحد السائل
+
+115
+00:11:18,070 --> 00:11:22,070
+اللي بيكون عندي سيجما A الخط هذا معادلته sigma a
+
+116
+00:11:22,070 --> 00:11:31,810
+بالساوي
+
+117
+00:11:31,810 --> 00:11:43,530
+واحد
+
+118
+00:11:43,530 --> 00:11:49,050
+و الخط هذا معادلته sigma b بالساوي واحد لو قعدت على
+
+119
+00:11:49,050 --> 00:11:51,990
+سيجما B بالساوي ناقص سيجما a يعني هكون عندي
+
+120
+00:11:51,990 --> 00:11:59,770
+sigma a على S t ناقص سيجما b عبارة عن إيش؟ ناقص
+
+121
+00:11:59,770 --> 00:12:09,810
+سيجما a على S c بالساوي واحد يعني هكون عندي هأخذ sigma
+
+122
+00:12:09,810 --> 00:12:21,310
+a على مشترك فيه 1 على S T زائد 1 على S C بالساوي 1
+
+123
+00:12:21,310 --> 00:12:32,870
+يعني هتكون عندي S T S C S T زائد S C في سيجما A مش
+
+124
+00:12:32,870 --> 00:12:43,450
+بالساوي واحد يعني ال سيجما a هتكون ST SC على ST زائد
+
+125
+00:12:43,450 --> 00:12:46,850
+SC أو Mohr circle هذا هو ال maximum مش هذا تاو
+
+126
+00:12:46,850 --> 00:12:50,810
+maximum يعني
+
+127
+00:12:50,810 --> 00:12:58,010
+هتمثل إيش؟ ال S اللي هو SS
+
+128
+00:12:59,910 --> 00:13:04,150
+why أو ال ... أو ال strength in shear ال strength
+
+129
+00:13:04,150 --> 00:13:12,430
+in shear خاصة بيه SS لأن في حالة ductile
+
+130
+00:13:12,430 --> 00:13:16,610
+materials بنحكي yield في حالة brittle materials
+
+131
+00:13:16,610 --> 00:13:26,070
+بنحكي على ال ultimate هتكون SS بالساوي ST SC على ST
+
+132
+00:13:26,070 --> 00:13:27,590
+زائد SC
+
+133
+00:13:35,300 --> 00:13:42,380
+طبعًا في حالة ال yield بيصير SSY بيساوي SSY tension SSY
+
+134
+00:13:42,380 --> 00:13:47,980
+compression على SY tension زي SSY compression
+
+135
+00:13:47,980 --> 00:13:52,820
+معناته
+
+136
+00:13:52,820 --> 00:13:57,260
+ثلاث نظريات احنا
+
+137
+00:13:57,260 --> 00:14:01,580
+حكينا إن ال maximum shear stress theory 
+
+138
+00:14:12,250 --> 00:14:14,730
+عندنا maximum shear stress theory وعندنا غير
+
+139
+00:14:14,730 --> 00:14:21,970
+maximum shear stress theory و بتحكي بيصير failure
+
+140
+00:14:21,970 --> 00:14:29,970
+... بيصير failure لما tau max تكون أكبر أو يساوي
+
+141
+00:14:29,970 --> 00:14:33,810
+اللي هو ال SSY
+
+142
+00:14:37,750 --> 00:14:40,750
+و ال SSY في حالة ال maximum share .. ال SSY
+
+143
+00:14:40,750 --> 00:14:46,470
+بيستوى SY على اتنين صح؟ حالة في حالة ال maximum
+
+144
+00:14:46,470 --> 00:14:53,590
+share stress theory في حالة ال distortion energy
+
+145
+00:14:53,590 --> 00:14:58,250
+theory برضه بيصير failure بطريقة يعني لما ال
+
+146
+00:14:58,250 --> 00:15:01,610
+volume minus stress يكون أكبر بيستوى ال yield
+
+147
+00:15:01,610 --> 00:15:11,830
+strength أو لما انتوا maximum أكبر أو يساوي SSY بس
+
+148
+00:15:11,830 --> 00:15:15,370
+في الحالة هذا ال SSY إيش يساوي point خمسة سبعة
+
+149
+00:15:15,370 --> 00:15:21,650
+سبعة ال SY في حالة ال column more theory ال
+
+150
+00:15:21,650 --> 00:15:29,470
+column more theory برضه بتصير failure لما انتهى
+
+151
+00:15:29,470 --> 00:15:36,340
+ومعكستكون أكبر أو يساوي SSY بس ال SSY في
+
+152
+00:15:36,340 --> 00:15:40,900
+الحالة هذه بيساوي SY in tension في ال SY in
+
+153
+00:15:40,900 --> 00:15:45,920
+compression على ال SY in tension زاد ال SY in
+
+154
+00:15:45,920 --> 00:15:53,900
+compression فهو كان احكي تلت نظريات انه بيصير
+
+155
+00:15:53,900 --> 00:15:57,580
+failure لما ال maximum share stress في ال
+
+156
+00:15:57,580 --> 00:16:03,420
+mechanical element تحت الدراسة يتخطى ال .. ال
+
+157
+00:16:03,420 --> 00:16:08,000
+yield strength in share بس إيش بيختلف في ال
+
+158
+00:16:08,000 --> 00:16:09,960
+definition بتاع yield strength بحسب ال theory
+
+159
+00:16:11,050 --> 00:16:14,130
+definition تعالي strength in shear في حالة ال max
+
+160
+00:16:14,130 --> 00:16:16,690
+shear stress theory بيستوى SY على اتنين
+
+161
+00:16:16,690 --> 00:16:20,750
+definition تعالي yield strength in shear في حالة
+
+162
+00:16:20,750 --> 00:16:25,090
+distortion energy theory قوة خمس وسبعة سبعة SY ال
+
+163
+00:16:25,090 --> 00:16:29,070
+definition تعالي yield strength in shear في حالة
+
+164
+00:16:29,070 --> 00:16:35,310
+ال columnar theory بيكون سوى SY في SC على SY زي
+
+165
+00:16:35,310 --> 00:16:36,450
+SC
+
+166
+00:16:39,770 --> 00:16:42,950
+فأمكن اختصار أنا أحكي هاي النظريات التلتة هاد
+
+167
+00:16:42,950 --> 00:16:48,830
+النظريات نفسها التلتة أن ال tau maximum بتكون أكبر
+
+168
+00:16:48,830 --> 00:16:56,890
+ويساوي SSY بس بختلف ال definition أنا بفضل نروح
+
+169
+00:16:56,890 --> 00:17:04,270
+بهذا الاتجاه أن هاي التلت نظرية زاهية بعدين
+
+170
+00:17:04,270 --> 00:17:08,990
+احسب ال SSY بحسب النظرية المستخدمة
+
+171
+00:17:13,760 --> 00:17:27,600
+نشوف مثال طيب
+
+172
+00:17:27,600 --> 00:17:32,540
+الـ twenty five millimeter diameter shaft is
+
+173
+00:17:32,540 --> 00:17:37,680
+aesthetically torqued تومتين و تلاتين نيوتن متر في
+
+174
+00:17:37,680 --> 00:17:38,280
+عندي shaft
+
+175
+00:17:54,830 --> 00:18:10,490
+وعملت عليه ايش؟ torque ال torque 230 نيوتن متر it
+
+176
+00:18:10,490 --> 00:18:16,690
+is made of cast 150-T6 ألمونيوم ال material
+
+177
+00:18:21,280 --> 00:18:32,880
+اللي هي مية و خمس ستين تي ستة aluminium with
+
+178
+00:18:32,880 --> 00:18:44,680
+a yield strength in tension SY in tension بالساعة
+
+179
+00:18:44,680 --> 00:18:48,640
+مية و ستين ميجا
+
+180
+00:18:48,640 --> 00:18:58,350
+باسكال ال .. ال .. ال yield in compression مية و
+
+181
+00:18:58,350 --> 00:19:07,150
+سبعين ميجا باسكال it
+
+182
+00:19:07,150 --> 00:19:16,170
+is machine to final diameter طبعا القطر عندي خمسة
+
+183
+00:19:16,170 --> 00:19:19,510
+و عشرين مليمتر
+
+184
+00:19:21,940 --> 00:19:27,160
+estimate the factor of safety دي نحسس ان أنا حكي N
+
+185
+00:19:27,160 --> 00:19:32,960
+طبعا
+
+186
+00:19:32,960 --> 00:19:41,020
+واضح أن ال material is ductile الألمونيوم ال
+
+187
+00:19:41,020 --> 00:19:43,480
+yield strength in tension بيستويز في yield
+
+188
+00:19:43,480 --> 00:19:45,540
+strength in compression المعنى أنت ما نفعش نستخدم
+
+189
+00:19:45,540 --> 00:19:48,940
+ال maximum shear stress theory ولا ال distortion
+
+190
+00:19:48,940 --> 00:19:54,060
+theory بدي استخدم ال columnar theory في الحالة هذي
+
+191
+00:19:54,060 --> 00:20:01,520
+بيكون ال
+
+192
+00:20:01,520 --> 00:20:11,740
+سيجما واحد على SY tension minus سيجما 3 على SY
+
+193
+00:20:11,740 --> 00:20:19,120
+compression سواحد على N هاي الخيارة المهمة أو بحكي
+
+194
+00:20:19,120 --> 00:20:26,180
+ال tau max بالساوية
+
+195
+00:20:26,180 --> 00:20:42,120
+SY على N هذه و هذه نفس الشيء طبعا هنشوف كيف لأن
+
+196
+00:20:42,120 --> 00:20:47,700
+هذا under pure torsion لأن هيكون ال element تبعنا
+
+197
+00:20:47,700 --> 00:20:57,400
+هيك
+
+198
+00:20:57,400 --> 00:20:59,980
+مظبوط تعالوا
+
+199
+00:21:01,540 --> 00:21:16,320
+التاوة شو تساوي؟ T R على J صح؟ يعني هتكون T في D
+
+200
+00:21:16,320 --> 00:21:23,280
+على 2 الـ J اللي هي باي على اتنين و تلاتين دي قصة
+
+201
+00:21:23,280 --> 00:21:33,640
+أربعة يعني هتكون تساوي ستاشر T على باي دي تكيب
+
+202
+00:21:33,640 --> 00:21:39,560
+يعني
+
+203
+00:21:39,560 --> 00:21:46,080
+هتكون ستاش في اتنين و تلاتين
+
+204
+00:21:48,540 --> 00:21:54,740
+على باي ال دي عندي اللي هي خمسة و عشرين في بونت أو
+
+205
+00:21:54,740 --> 00:22:01,140
+اتنين خمسة تكييب عشان أحولها ميجا باسكال هضربها في
+
+206
+00:22:01,140 --> 00:22:11,780
+عشرة سالب ستة تطلع بالميجا باسكال خمسة
+
+207
+00:22:11,780 --> 00:22:12,260
+و سبعين
+
+208
+00:22:21,810 --> 00:22:30,650
+ميجا باسكال المارت
+
+209
+00:22:30,650 --> 00:22:35,570
+سيركل بتاعتها كيف هتكون هتكون زي هيك مظبوط هاي
+
+210
+00:22:35,570 --> 00:22:41,410
+المارت سيركل هذا هتكون سيجما ايه هذا ايش سيجما بيه
+
+211
+00:22:41,410 --> 00:22:45,970
+بتكون في الحالة هذا سيجما ايه بساوة minus سيجما
+
+212
+00:22:45,970 --> 00:22:48,350
+بيه بساوة توه صح
+
+213
+00:22:52,780 --> 00:22:58,180
+أو ممكن احكي سيجما واحد اصلا minus سيجما تلاتة بيش
+
+214
+00:22:58,180 --> 00:23:05,320
+ساوي تاو يعني
+
+215
+00:23:05,320 --> 00:23:13,160
+هين هتكون عند سيجما واحد سيجما واحد اللي هي اللي
+
+216
+00:23:13,160 --> 00:23:22,780
+هي تاو على SYT هي ال minus minus تاو على SYC
+
+217
+00:23:22,780 --> 00:23:30,180
+سواحد على N يعني
+
+218
+00:23:30,180 --> 00:23:39,460
+هتكون تاو في S
+
+219
+00:23:39,460 --> 00:23:51,800
+YT زاد SYC على SYT SYC سواحد على N يعني ..
+
+220
+00:23:51,800 --> 00:24:01,460
+يعني هتكون ال N أو نحكي ال تاو بالساوي
+
+221
+00:24:07,250 --> 00:24:20,450
+SYT SYC على N في SYT زاد SYC اللي أنا
+
+222
+00:24:20,450 --> 00:24:25,490
+عندها كلام خمسة وسبعين بتساوي
+
+223
+00:24:25,490 --> 00:24:34,600
+ال SYT مية و ستين في مية وسبعين على n في مية و
+
+224
+00:24:34,600 --> 00:24:42,080
+ستين زائد مية و سبعين و منها بنحسب n
+
+225
+00:25:02,650 --> 00:25:10,290
+طيب لو بدى من الأول أحكي أن تاو ممكن
+
+226
+00:25:10,290 --> 00:25:14,590
+أحكي أن
+
+227
+00:25:14,590 --> 00:25:21,670
+tau max بالساوى
+
+228
+00:25:21,670 --> 00:25:30,710
+.. بالساوى SXY على n أو n بالساوى SXY على tau
+
+229
+00:25:33,670 --> 00:25:39,310
+ال SSY ايه الساوية؟ ال SSY ساوية
+
+230
+00:25:39,310 --> 00:25:44,430
+S ال Y in tension في ال SY in compression على SY
+
+231
+00:25:44,430 --> 00:25:48,750
+in tension زائد ال SY in compression يعني هتكون
+
+232
+00:25:48,750 --> 00:25:53,770
+الساوية مية و ستين في مية وسبعين على تلت مية و
+
+233
+00:25:53,770 --> 00:25:57,810
+تلتين هيطلع كام؟
+
+234
+00:26:17,880 --> 00:26:21,320
+ميجا بس كده، معناته ال N هتكون تساوي اتنين و
+
+235
+00:26:21,320 --> 00:26:28,820
+ثمانين point أربعة على خمس وسبعين واحد
+
+236
+00:26:28,820 --> 00:26:37,000
+point واحد نفس الشيء يعني
+
+237
+00:26:37,000 --> 00:26:40,440
+ممكن تعمل كل النظريات أن ال factors N بيساوي as as
+
+238
+00:26:40,440 --> 00:26:44,620
+Y على ال tau max بس اللي اختلف عند ال definition
+
+239
+00:26:44,620 --> 00:26:46,580
+بتاع ال as as Y
+
+240
+00:26:51,410 --> 00:27:17,470
+نشوف مثال تاني عندي
+
+241
+00:27:20,570 --> 00:27:26,990
+أذرع .. أذرع ال DC اعترف ذراع النقطة D في force F
+
+242
+00:27:26,990 --> 00:27:33,310
+بتأثر وفي عمود اللي هو OABC
+
+243
+00:27:33,310 --> 00:27:38,330
+العمود هذا طوله أنه اتنين وارب اتناش واتنين ستاشر
+
+244
+00:27:38,330 --> 00:27:45,650
+إنش وطول الدراع اللي هو DC خمستاشر إنش
+
+245
+00:27:53,080 --> 00:28:02,840
+طيب ال material بتاعة ال bar ال material عبارة
+
+246
+00:28:02,840 --> 00:28:09,440
+عن ألف و خمس تلاتين steel نشط الكربون فيه point
+
+247
+00:28:09,440 --> 00:28:14,680
+تلاتة خمس بالمية نشط الكربون فيه طيب ال
+
+248
+00:28:14,680 --> 00:28:21,320
+yield strength بتاعة ال SY واحد
+
+249
+00:28:21,320 --> 00:28:33,080
+ثمانين كيلو باوند per square inch we
+
+250
+00:28:33,080 --> 00:28:36,480
+presume that this component will be of no value
+
+251
+00:28:36,480 --> 00:28:39,920
+after yielding إذا صار yielding يعني failure صار
+
+252
+00:28:39,920 --> 00:28:47,100
+thus the force F القوة F required to initiate
+
+253
+00:28:47,100 --> 00:28:53,160
+yielding القوة F اللازم عشان تبدأ ال yielding can
+
+254
+00:28:53,160 --> 00:28:55,820
+be regarded as a strength of the component ممكن
+
+255
+00:28:55,820 --> 00:29:00,020
+اعتبر ال force F اللي هتخلي ال .. اللي هتخلي ال
+
+256
+00:29:00,020 --> 00:29:04,320
+yielding يبدأ هي ال strength بتاعة ال .. ال
+
+257
+00:29:04,320 --> 00:29:08,900
+component find F أن أنا أحسب ايش قيمة F طبعا ال
+
+258
+00:29:08,900 --> 00:29:13,760
+material ها دي ايش دكتيل ولا بريتيل؟
+
+259
+00:29:13,760 --> 00:29:16,640
+دكتيل واضح أن أنت تجربوه أنت بقول ارجع على ال
+
+260
+00:29:16,640 --> 00:29:23,100
+tables هتلاقيها ال .. ال epsilon F بتاعتها هتكون
+
+261
+00:29:23,100 --> 00:29:30,740
+أكبر من point O خمسة فأنتم هي ductile material
+
+262
+00:29:30,740 --> 00:29:37,260
+عندي هي ال SY بالسوال ال SC بالسوال هي واحد
+
+263
+00:29:37,260 --> 00:29:46,720
+ثمانين kilo pound per square inch at
+
+264
+00:29:46,720 --> 00:29:48,840
+failure at failure
+
+265
+00:29:52,580 --> 00:29:58,140
+at failure هتكون
+
+266
+00:29:58,140 --> 00:30:07,320
+SSY بيساوي tau max at failure يعني ال factor of
+
+267
+00:30:07,320 --> 00:30:15,000
+six ايش بيكون ساوي واحد مظبوط معناته
+
+268
+00:30:15,000 --> 00:30:18,700
+باطلوب أحسب ال tau max و ال critical location
+
+269
+00:30:22,110 --> 00:30:29,150
+ال critical location وين؟ عند a لأن عند a ايش
+
+270
+00:30:29,150 --> 00:30:31,650
+القطر أصغر، عندي هنا القطر واحد و نصف إنش و هنا
+
+271
+00:30:31,650 --> 00:30:39,350
+قطر واحد إنش و في طبعا stress concentration بس أنا
+
+272
+00:30:39,350 --> 00:30:41,110
+في الحالة دي الحالة اللي هاخد في الانتباه ال
+
+273
+00:30:41,110 --> 00:30:43,210
+stress concentration ولا راح أحمله
+
+274
+00:30:45,900 --> 00:30:49,780
+بالظبط عند ال loading is static و ال material is
+
+275
+00:30:49,780 --> 00:30:55,640
+ductile ممكن ما أخدش يعني اعتبار اللي هو ال stress
+
+276
+00:30:55,640 --> 00:31:00,980
+concentration اللي أنا عند ايه ايش نوع ال loading
+
+277
+00:31:00,980 --> 00:31:06,260
+فيه bending و فيه torsion صح؟ و في translateral
+
+278
+00:31:06,260 --> 00:31:09,840
+stress هأحمل translateral stress يعني التلات حلقات
+
+279
+00:31:09,840 --> 00:31:13,200
+في عندي اللي هو bending moment
+
+280
+00:31:15,470 --> 00:31:20,170
+و في عندي torsional stress في torque و في 
+
+281
+00:31:20,170 --> 00:31:26,450
+transversal stress في حالة كان ال shaft طويل ممكن 
+
+282
+00:31:26,450 --> 00:31:30,370
+ال transversal stress يكون صغير بالمقارنة بال
+
+283
+00:31:30,370 --> 00:31:36,530
+other stresses فانا هاخد في عين الاعتبار فقط بس ال
+
+284
+00:31:36,530 --> 00:31:40,380
+bending و ال torsion عند A في عندي اللي هو bending
+
+285
+00:31:40,380 --> 00:31:52,260
+moment عند A في عندي bending moment M= F 
+
+286
+00:31:52,260 --> 00:31:59,280
+كم؟ عندي اثنا عشر و اثنين واربعين
+
+287
+00:31:59,280 --> 00:32:03,160
+عندي
+
+288
+00:32:03,160 --> 00:32:07,300
+ال A اربعة عشر F
+
+289
+00:32:08,740 --> 00:32:12,960
+و ال torque 15
+
+290
+00:32:12,960 --> 00:32:23,900
+F صح؟
+
+291
+00:32:23,900 --> 00:32:31,340
+لو أخدت stress element عند A هيكون ال
+
+292
+00:32:31,340 --> 00:32:36,400
+bending moment تعمل عشان normal stress صح هاكوا 
+
+293
+00:32:36,400 --> 00:32:43,400
+عندي هنسميه sigma x y
+
+294
+00:32:43,400 --> 00:32:47,040
+عندي tau xy
+
+295
+00:32:47,040 --> 00:32:55,540
+sigma
+
+296
+00:32:55,540 --> 00:32:59,860
+x عشان الساعة امسى 
+
+297
+00:33:03,990 --> 00:33:17,990
+على I و المقطع المدور صح هتكون تساوي M D على 2 على
+
+298
+00:33:17,990 --> 00:33:27,130
+Pi على 64 D اس 4 يعني هتكون تساوي هنعود على M اللي 
+
+299
+00:33:27,130 --> 00:33:32,190
+هي 14 F في 32
+
+300
+00:33:35,400 --> 00:33:41,680
+على by d تكعيب صح؟
+
+301
+00:33:41,680 --> 00:33:55,260
+يعني هتكون ال d واحد صح؟ يعني اضربه لاربعة عشر في
+
+302
+00:33:55,260 --> 00:34:03,400
+اثنين و ثلاثين في F على by في واحد تكعيب هتطلع ل
+
+303
+00:34:03,400 --> 00:34:17,260
+sigma x مئة و اثنين و اربعين point ستة F التاو
+
+304
+00:34:17,260 --> 00:34:29,080
+XY حيث هو تي R على ج اللي هتكون صح هو اربعة عشر T على
+
+305
+00:34:29,080 --> 00:34:37,520
+Pi دي تكعيب يعني ال T خمسة طاقم اربعة عشر في الخمسة أشهر 
+
+306
+00:34:37,520 --> 00:34:48,680
+F على by ال D واحد هتطلع
+
+307
+00:34:48,680 --> 00:34:59,680
+ستة و سبعين point اربعة F هذي تو XY
+
+308
+00:35:09,130 --> 00:35:21,030
+ال .. لو بدأ أرسم Mohr circle هتكون
+
+309
+00:35:21,030 --> 00:35:26,550
+ال sigma x و هي tau x هي نقطة وعندي sigma y في 
+
+310
+00:35:26,550 --> 00:35:34,990
+الصفرا صفر هي 
+
+311
+00:35:34,990 --> 00:35:58,180
+Mohr circle هتكون عشان زي هيك اظهر طيب 
+
+312
+00:35:58,180 --> 00:36:05,880
+ال tau max ايش هتكون ساعة ال radius تبع Mohr circle صح؟
+
+313
+00:36:07,780 --> 00:36:13,300
+هتكون ساوي جذر التربيع سيجما اكس ناقص سيجما واي
+
+314
+00:36:13,300 --> 00:36:21,000
+على اثنين الكل تربيع زائد تاو اكس واي تربيع يعني
+
+315
+00:36:21,000 --> 00:36:25,500
+هتكون جذر التربيع سيجما اكس سيجما واي بساوة صفر 
+
+316
+00:36:25,500 --> 00:36:28,280
+سيجما اكس اللي هي مئة و اثنين و اربعين point ستة
+
+317
+00:36:31,180 --> 00:36:39,020
+على F على اثنين الكل تربيع زي ال tau XY اللي هي ستة 
+
+318
+00:36:39,020 --> 00:36:44,480
+و سبعين point اربعة F الكل تربيع
+
+319
+00:37:07,100 --> 00:37:16,000
+أكم؟ F طيب 
+
+320
+00:37:16,000 --> 00:37:24,940
+ال failure بال sequence S TAU MAX و S SY ال
+
+321
+00:37:24,940 --> 00:37:27,600
+definition تاع SY بيعتمد حسب ال theory إذا أنا 
+
+322
+00:37:27,600 --> 00:37:30,080
+استخدمت مثلا using 
+
+323
+00:37:34,080 --> 00:37:41,600
+distortion energy theory بتكون ال S SY so point
+
+324
+00:37:41,600 --> 00:37:50,920
+خمسة سبعة سبعة SY يعني هتكون point خمسة سبعة سبعة
+
+325
+00:37:50,920 --> 00:37:55,980
+في واحد ثمانين ستة
+
+326
+00:37:55,980 --> 00:37:57,800
+و اربعين point سبعة تلاتة سبعة 
+
+327
+00:38:03,370 --> 00:38:10,510
+كلو باوند per square inch معناته ال failure بتكون
+
+328
+00:38:10,510 --> 00:38:14,570
+عند الأساس و هي بيستوي ال tau max يعني هتكون عند 
+
+329
+00:38:14,570 --> 00:38:22,530
+ال ستة و اربعين point سبعة هتساوى مئة و اربعة و
+
+330
+00:38:22,530 --> 00:38:25,970
+نص F يعني F كم تطلع
+
+331
+00:38:43,520 --> 00:38:47,720
+أكتر بتطلع؟ تطلع point اربعة اربعة ستة تطلع في ال
+
+332
+00:38:47,720 --> 00:38:52,520
+الف عشان تصير pound اذا كان الكلمة pound تطلع في ال
+
+333
+00:38:52,520 --> 00:38:59,360
+الف اربعين ستة اربعين pound هادي
+
+334
+00:38:59,360 --> 00:39:07,320
+عاش؟ ال F طيب 
+
+335
+00:39:07,320 --> 00:39:10,360
+احنا مش بنستخدم العلاقة تبع ال SSY بنسبة point 
+
+336
+00:39:14,260 --> 00:39:17,820
+مش قلنا يكون فيه shear و .. ما الها لأ ال loading 
+
+337
+00:39:17,820 --> 00:39:23,440
+الحقيقي pure shear لأ فيه bending فيه bending يعني 
+
+338
+00:39:23,440 --> 00:39:27,940
+ده بس هو كل الثلاث theories في الاخرين مش موجود
+
+339
+00:39:27,940 --> 00:39:31,800
+في الكتاب كل ثلاثه هي هم نفس الاشياء أنه بيصير
+
+340
+00:39:31,800 --> 00:39:35,060
+failure لإن ال maximum shear stress في ال element
+
+341
+00:39:35,060 --> 00:39:38,900
+تحت الدراسة بيستويلي strength in shear
+
+342
+00:39:41,820 --> 00:39:45,360
+مظبوط، فانا حسبت .. هعمل Mohr circle، حسبت ال
+
+343
+00:39:45,360 --> 00:39:51,500
+maximum shear stress هو استخدم distortion .. لو ده
+
+344
+00:39:51,500 --> 00:39:59,640
+استخدم using .. لأ 
+
+345
+00:39:59,640 --> 00:40:05,680
+ما حكاش هوبس طالما طلاكي ال strength على الاغلب في
+
+346
+00:40:05,680 --> 00:40:08,560
+ال .. في ال steels نصف الكربون منخفضة بتكون ال 
+
+347
+00:40:08,560 --> 00:40:12,140
+strength in tension في الحديد بالذات بتكون نفسها
+
+348
+00:40:12,140 --> 00:40:17,400
+في ال compression اللي بينهم بيختلف ال cast iron
+
+349
+00:40:17,400 --> 00:40:17,900
+بيختلف 
+
+350
+00:40:20,700 --> 00:40:24,920
+using ال .. لو أدي أساقر ال maximum shear stress
+
+351
+00:40:24,920 --> 00:40:32,920
+theory بتكون ال S SY نص ال SY يعني هتكون
+
+352
+00:40:32,920 --> 00:40:37,860
+اربعين و نص kilo pound per square inch، الحالة
+
+353
+00:40:37,860 --> 00:40:45,180
+هادة بتكون عندي الاربعين و نص بالساوي اللي هو مئة و
+
+354
+00:40:45,180 --> 00:40:55,040
+أربعة و نص F و منها بتطلع ال F هتكون
+
+355
+00:40:55,040 --> 00:40:59,000
+أقل من اربعين ستة و اربعين تلت مئة
+
+356
+00:41:06,940 --> 00:41:09,880
+فواضح انه ال maximum shear stress theory is more
+
+357
+00:41:09,880 --> 00:41:15,860
+conservative، اعطتني قيمة اقل لل force، يعني بتحكيلي
+
+358
+00:41:15,860 --> 00:41:18,940
+انه بيصير failure لما ال force بيستوي تلاتمية و
+
+359
+00:41:18,940 --> 00:41:22,440
+سبعة ثمانين ال distortion energy حكتلي بيصير
+
+360
+00:41:22,440 --> 00:41:24,420
+failure لما ال force بيستوي اربعمية و ستة و
+
+361
+00:41:24,420 --> 00:41:28,600
+اربعين، يعني احنا توقعنا ال failure بشكل مبكر 
+
+362
+00:41:39,340 --> 00:41:42,260
+معناته تلات نظريات اللي هي ال maximum shear stress
+
+363
+00:41:42,260 --> 00:41:45,420
+theory, distortion energy theory و ال Coulomb-Mohr 
+
+364
+00:41:45,420 --> 00:41:53,140
+theory نفس المعادلة اللي هي tau max يساوي SSY على N
+
+365
+00:41:53,140 --> 00:41:57,380
+ال SSY ال definition إذا استخدمت maximum shear
+
+366
+00:41:57,380 --> 00:42:01,770
+stress theory بتكون تساويمص ال SY زي ال
+
+367
+00:42:01,770 --> 00:42:05,490
+distortion energy بتكون ال SSY بالساوية point 
+
+368
+00:42:05,490 --> 00:42:10,530
+خمس سبعة سبعة SY اذا كانت ال material ال
+
+369
+00:42:10,530 --> 00:42:13,050
+strength in tension بيساويش ال strength in
+
+370
+00:42:13,050 --> 00:42:15,770
+compression و ده استخدام ال Coulomb-Mohr theory بتكون
+
+371
+00:42:15,770 --> 00:42:23,850
+ال SSY بالساوية اللي هي SSY في SC على SY
+
+372
+00:42:23,850 --> 00:42:25,770
+زائد SC
+
+373
+00:42:28,210 --> 00:42:29,790
+تمام و خلصنا المحاضرة، تمام و لأ 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..26a2f674708284a0f0d88f2f4c2d7c51d542e196
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/LXG_FHrt5rU_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 2988, "start": 5.06, "end": 29.88, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد احنا بدأنا في chapter خمسة اللي بيحكي على ال static failure او failure due to static loading so far حكينا عن ال maximum shear stress theory و ال distortion energy theory او von Mises theory", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 1975, 5016, 8315, 47525, 10721, 8315, 8978, 7187, 16490, 2304, 3794, 3660, 13672, 1829, 4724, 1829, 5016, 4117, 1829, 15844, 2423, 13437, 7763, 1975, 2407, 7763, 3462, 281, 13437, 15114, 370, 1400, 11331, 4117, 1829, 8315, 18871, 2423, 6674, 24082, 4244, 5261, 4032, 2423, 28426, 2281, 5261, 1975, 2407, 2957, 376, 3598, 5261], "avg_logprob": -0.13563830120132325, 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على s c سوى واحد يعني هكون عندى هاخد sigma a على مشترك فيه", "tokens": [1211, 2407, 12174, 22488, 2655, 15844, 8608, 1829, 7435, 15042, 4724, 1829, 20666, 3794, 2407, 16606, 3175, 12771, 257, 37495, 22653, 8032, 30544, 43242, 7578, 12771, 257, 15844, 262, 256, 3175, 12771, 272, 6225, 3555, 9640, 3660, 18871, 11933, 1829, 8592, 3175, 12771, 257, 15844, 262, 269, 8608, 2407, 7578, 36764, 24401, 37495, 22653, 8032, 30544, 43242, 7578, 8032, 47283, 3215, 12771, 257, 15844, 37893, 2655, 31747, 8978, 3224], "avg_logprob": -0.32767856674534934, "compression_ratio": 1.6973684210526316, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 708.43, "end": 708.71, "word": "لو", "probability": 0.94482421875}, {"start": 708.71, "end": 708.95, "word": " قعدت", "probability": 0.6263834635416666}, {"start": 708.95, "end": 709.05, "word": " على", "probability": 0.92919921875}, {"start": 709.05, "end": 709.35, "word": " سيجما", "probability": 0.63470458984375}, {"start": 709.35, "end": 709.57, 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" energy", "probability": 0.94970703125}, {"start": 2503.7, "end": 2504.12, "word": " theory", "probability": 0.8544921875}, {"start": 2504.12, "end": 2504.86, "word": " و", "probability": 0.734375}, {"start": 2504.86, "end": 2504.96, "word": " ال", "probability": 0.69140625}, {"start": 2504.96, "end": 2505.42, "word": " columnar", "probability": 0.879638671875}, {"start": 2505.42, "end": 2505.86, "word": " theory", "probability": 0.88037109375}, {"start": 2505.86, "end": 2506.94, "word": " نفس", "probability": 0.92822265625}, {"start": 2506.94, "end": 2507.92, "word": " المعادلة", "probability": 0.97509765625}, {"start": 2507.92, "end": 2508.14, "word": " اللى", "probability": 0.98486328125}, {"start": 2508.14, "end": 2508.3, "word": " هى", "probability": 0.7099609375}, {"start": 2508.3, "end": 2511.04, "word": " تاومش", "probability": 0.55853271484375}, {"start": 2511.04, "end": 2511.38, "word": " يساوي", "probability": 0.6929931640625}, {"start": 2511.38, "end": 2512.38, "word": " SSY", "probability": 0.6890869140625}, {"start": 2512.38, "end": 2512.82, "word": " على", "probability": 0.6640625}, {"start": 2512.82, "end": 2513.14, "word": " N", "probability": 0.8701171875}, {"start": 2513.14, "end": 2514.58, "word": " ال", "probability": 0.64501953125}, {"start": 2514.58, "end": 2515.1, "word": " SSY", "probability": 0.9208984375}, {"start": 2515.1, "end": 2515.18, "word": " ال", "probability": 0.45068359375}, {"start": 2515.18, "end": 2515.54, "word": " definition", "probability": 0.93505859375}, {"start": 2515.54, "end": 2515.8, "word": " إذا", "probability": 0.79248046875}, {"start": 2515.8, "end": 2516.82, "word": " استخدمت", "probability": 0.9403076171875}, {"start": 2516.82, "end": 2517.1, "word": " maximum", "probability": 0.61376953125}, {"start": 2517.1, "end": 2517.38, "word": " shear", "probability": 0.92431640625}, {"start": 2517.38, "end": 2517.64, "word": " stress", "probability": 0.91845703125}, {"start": 2517.64, "end": 2517.94, "word": " theory", 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20666, 3794, 995, 2407, 10632, 13672, 1829, 39896, 318, 318, 398, 8978, 2423, 318, 383, 6225, 2423, 318, 398, 30767, 995, 25708, 2423, 318, 383], "avg_logprob": -0.24495442165061831, "compression_ratio": 1.7393364928909953, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 2519.59, "end": 2520.19, "word": "مص", "probability": 0.73291015625}, {"start": 2520.19, "end": 2520.41, "word": " ال", "probability": 0.9541015625}, {"start": 2520.41, "end": 2520.57, "word": " S", "probability": 0.2447509765625}, {"start": 2520.57, "end": 2520.91, "word": " Y", "probability": 0.49755859375}, {"start": 2520.91, "end": 2521.65, "word": " زي", "probability": 0.52978515625}, {"start": 2521.65, "end": 2521.77, "word": " ال", "probability": 0.91259765625}, {"start": 2521.77, "end": 2522.07, "word": " distortion", "probability": 0.83056640625}, {"start": 2522.07, "end": 2522.59, "word": " energy", "probability": 0.958984375}, {"start": 2522.59, "end": 2523.37, "word": " بتكون", "probability": 0.956787109375}, {"start": 2523.37, "end": 2523.53, "word": " ال", "probability": 0.84619140625}, {"start": 2523.53, "end": 2523.69, "word": " S", "probability": 0.98486328125}, {"start": 2523.69, "end": 2523.91, "word": " S", "probability": 0.83837890625}, {"start": 2523.91, "end": 2524.07, "word": " Y", "probability": 0.94970703125}, {"start": 2524.07, "end": 2524.67, "word": " بالساوية", "probability": 0.75546875}, {"start": 2524.67, "end": 2525.49, "word": " point", "probability": 0.64599609375}, {"start": 2525.49, "end": 2525.81, "word": " خمس", "probability": 0.8800455729166666}, {"start": 2525.81, "end": 2526.11, "word": " سابعة", "probability": 0.6845703125}, {"start": 2526.11, "end": 2526.55, "word": " سابعة", "probability": 0.837890625}, {"start": 2526.55, "end": 2527.01, "word": " S", "probability": 0.796875}, {"start": 2527.01, "end": 2527.31, "word": " Y", "probability": 0.9609375}, {"start": 2527.31, "end": 2528.65, "word": " اذا", "probability": 0.773193359375}, 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0.91748046875}, {"start": 2533.47, "end": 2533.63, "word": " و", "probability": 0.7890625}, {"start": 2533.63, "end": 2533.73, "word": " ده", "probability": 0.87353515625}, {"start": 2533.73, "end": 2533.97, "word": " استخدام", "probability": 0.856201171875}, {"start": 2533.97, "end": 2534.09, "word": " ال", "probability": 0.294189453125}, {"start": 2534.09, "end": 2534.39, "word": " columnar", "probability": 0.752685546875}, {"start": 2534.39, "end": 2534.69, "word": " theory", "probability": 0.814453125}, {"start": 2534.69, "end": 2535.77, "word": " بتكون", "probability": 0.97265625}, {"start": 2535.77, "end": 2535.93, "word": " ال", "probability": 0.84912109375}, {"start": 2535.93, "end": 2536.11, "word": " S", "probability": 0.98779296875}, {"start": 2536.11, "end": 2536.33, "word": " S", "probability": 0.95556640625}, {"start": 2536.33, "end": 2536.63, "word": " Y", "probability": 0.98681640625}, {"start": 2536.63, "end": 2537.75, "word": " بالساوية", "probability": 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M.srt
new file mode 100644
index 0000000000000000000000000000000000000000..a1120ebf33b3f5676cdd30a892b45a133ae185aa
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M.srt
@@ -0,0 +1,1203 @@
+1
+00:00:05,160 --> 00:00:08,260
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله 
+
+2
+00:00:08,260 --> 00:00:12,300
+وبركاته اليوم هنتكمل في مادة تصميم الآلات chapter 
+
+3
+00:00:12,300 --> 00:00:16,820
+الرابع deflection and stiffness المحاضرات السابقة 
+
+4
+00:00:16,820 --> 00:00:19,500
+شوفنا كيف نعمل deflection على أساس باستخدام 
+
+5
+00:00:19,500 --> 00:00:25,690
+Castigliano theorem حلنا مجموعة من الأمثلة، اليوم
+
+6
+00:00:25,690 --> 00:00:30,310
+هنشوف كيف هنستخدم Castigliano theorem و deflection
+
+7
+00:00:30,310 --> 00:00:34,550
+equations لحساب الـ statically indeterminate
+
+8
+00:00:34,550 --> 00:00:39,030
+structures أو problems statically indeterminate
+
+9
+00:00:39,030 --> 00:00:42,250
+في عندي بعض الأحيان بيكون الـ structures بتكون 
+
+10
+00:00:42,250 --> 00:00:47,340
+supported بالزيادة، بالتالي بتكون عدد الـ variables 
+
+11
+00:00:47,340 --> 00:00:52,120
+أكثر من عدد المعادلات عشان يعني بطرق الاستاتيكا 
+
+12
+00:00:52,120 --> 00:00:58,660
+تصنف indeterminate لكن ممكن نضيف معادلات من خلال
+
+13
+00:00:58,660 --> 00:01:05,030
+Castigliano theorem أو من خلال اللي هي deflection
+
+14
+00:01:05,030 --> 00:01:08,790
+equation نضيف extra equations بعدد اللي هو number 
+
+15
+00:01:08,790 --> 00:01:16,550
+of redundant variables أو بعدد المجهولات اللي فيش
+
+16
+00:01:16,550 --> 00:01:25,190
+اللي هم معادلات الطريقة
+
+17
+00:01:25,190 --> 00:01:29,310
+الأولى في عندي طريقتين
+
+18
+00:01:33,890 --> 00:01:38,630
+choose redundant reaction يعني مثلاً أعتبر R واحد أو
+
+19
+00:01:38,630 --> 00:01:41,490
+R اثنين أو أما هي redundant أو الأول extra
+
+20
+00:01:41,490 --> 00:01:48,590
+variable أكتب معادلات للتوازن summation force
+
+21
+00:01:48,590 --> 00:01:57,320
+بالمساواة صفر و summation moments بالمساواة صفر أكتب 
+
+22
+00:01:57,320 --> 00:02:03,520
+اللي هو الـ reactions الـ other reactions other than 
+
+23
+00:02:03,520 --> 00:02:06,500
+اللي هو الـ redundant variable بدلالة الـ redundant
+
+24
+00:02:06,500 --> 00:02:10,440
+variable مثلاً لو redundant variable كان R2 أكتب R1
+
+25
+00:02:10,440 --> 00:02:13,760
+بدلالة R2 أكتب M بدلالة R2 
+
+26
+00:02:16,700 --> 00:02:20,120
+بعدين write deflection equations for points at 
+
+27
+00:02:20,120 --> 00:02:23,860
+locations of redundant reactions in terms of
+
+28
+00:02:23,860 --> 00:02:27,080
+applied loads and redundant reactions استخدم
+
+29
+00:02:27,080 --> 00:02:31,260
+معادلات Castigliano أكتب معادلات اللي هي الـ
+
+30
+00:02:31,260 --> 00:02:35,780
+deflection لما بيصير عندي معادلة زيادة solve حل
+
+31
+00:02:35,780 --> 00:02:40,340
+معادلة التوازن مع الـ deflection equations هيك بتحل
+
+32
+00:02:40,340 --> 00:02:42,060
+المثال خلينا نشوف من خلال الـ example 
+
+33
+00:02:46,910 --> 00:02:51,050
+The indeterminate beam eleven of appendix table
+
+34
+00:02:51,050 --> 00:02:58,050
+eight is as shown determine the reactions خلال
+
+35
+00:02:58,050 --> 00:03:01,970
+نفر الـ beam ممسوك من الطرف
+
+36
+00:03:15,900 --> 00:03:23,000
+وفي force عندي F على 
+
+37
+00:03:23,000 --> 00:03:27,200
+بعد L 
+
+38
+00:03:27,200 --> 00:03:36,020
+على اثنين والطول كله بيه L 
+
+39
+00:03:36,020 --> 00:03:39,580
+إذاً
+
+40
+00:03:39,580 --> 00:03:41,660
+بتعمل الـ free body diagram للـ beam
+
+41
+00:03:44,840 --> 00:03:54,140
+هيكون عندي two reactions عندي R واحد وعندي 
+
+42
+00:03:54,140 --> 00:03:58,460
+R اثنين وعندي
+
+43
+00:03:58,460 --> 00:04:04,380
+M و عندي 
+
+44
+00:04:04,380 --> 00:04:12,240
+ايش M .. M واحد هنسمي هذه النقطة 
+
+45
+00:04:15,890 --> 00:04:23,530
+A B  نسميها
+
+46
+00:04:23,530 --> 00:04:28,390
+ده X وها دي Y summation
+
+47
+00:04:28,390 --> 00:04:38,170
+الـ FY ايش بتساوي؟ Zero بتساوي 
+
+48
+00:04:38,170 --> 00:04:44,330
+R واحد زائد R اثنين minus F 
+
+49
+00:04:49,460 --> 00:05:01,700
+ولو عملت summation of moments حوالين O مثلاً حاجة
+
+50
+00:05:01,700 --> 00:05:07,600
+كثير عندي M واحد زائد
+
+51
+00:05:07,600 --> 00:05:20,640
+minus F L على اثنين زائد R اثنين في L لأن هذه
+
+52
+00:05:20,640 --> 00:05:27,380
+المعادلات التوازن الموجودة عند
+
+53
+00:05:27,380 --> 00:05:39,680
+كم variable عند R1 و R2 و M1 عند three variables
+
+54
+00:05:39,680 --> 00:05:45,760
+صح
+
+55
+00:05:45,760 --> 00:06:04,040
+كم equations عند two equations معناته 
+
+56
+00:06:04,040 --> 00:06:08,240
+عندي ثلاثة variables و two equations معناته 
+
+57
+00:06:08,240 --> 00:06:16,220
+indeterminate structure هروح أكتب هأعتبر أن R2 أو
+
+58
+00:06:16,220 --> 00:06:21,050
+R1 مش بدي ايه هأعتبر R2 هو redundant variable لن
+
+59
+00:06:21,050 --> 00:06:26,830
+consider R2
+
+60
+00:06:26,830 --> 00:06:31,970
+as the 
+
+61
+00:06:31,970 --> 00:06:37,770
+redundant variable
+
+62
+00:06:37,770 --> 00:06:41,550
+و
+
+63
+00:06:41,550 --> 00:06:47,450
+أكتب عند هنا R1 هتكون 
+
+64
+00:06:47,450 --> 00:07:00,320
+ساوي F minus R اثنين اي واحد و M واحد بساوي F L
+
+65
+00:07:00,320 --> 00:07:11,300
+على اثنين minus R اثنين في L لو 
+
+66
+00:07:11,300 --> 00:07:17,200
+بدي أحصل deflection بيه ايش سوى دلتا بيه ايش سوى
+
+67
+00:07:17,200 --> 00:07:19,460
+دلتا بيه أحكيه
+
+68
+00:07:23,970 --> 00:07:32,450
+درجة deflection عند B في اتجاه الـ R2 درجة
+
+69
+00:07:32,450 --> 00:07:33,830
+deflection عند B في اتجاه الـ R2 درجة deflection عند B في 
+
+70
+00:07:33,830 --> 00:07:39,350
+اتجاه الـ R2 درجة deflection عند B في اتجاه الـ R2 درجة
+
+71
+00:07:39,350 --> 00:07:49,430
+deflection عند B في 
+
+72
+00:07:49,430 --> 00:07:51,730
+اتجاه الـ R2 
+
+73
+00:07:54,000 --> 00:07:57,480
+عمل الـ deflection equation عند نقطة الـ
+
+74
+00:07:57,480 --> 00:08:03,000
+deflection إنها معروفة الآن مطلوب أن أجيب الـ .. الـ
+
+75
+00:08:03,000 --> 00:08:06,460
+.. مطلوب 
+
+76
+00:08:06,460 --> 00:08:16,700
+أجيب الـ strain energy و أحسب du by dr2 و أساوي 
+
+77
+00:08:16,700 --> 00:08:21,820
+للصفر بيساوي معادلة ثالثة الآن هاخد أنا هنا هاي
+
+78
+00:08:21,820 --> 00:08:22,220
+الـ beam
+
+79
+00:08:26,110 --> 00:08:30,590
+I R 1 I
+
+80
+00:08:30,590 --> 00:08:35,350
+R 2 I
+
+81
+00:08:35,350 --> 00:08:50,150
+M 1 I F I O A B هاخد هنا مسافة X و
+
+82
+00:08:50,150 --> 00:08:54,330
+آخد أعمل Free Body Diagram عندي هنا هيكون F
+
+83
+00:08:57,520 --> 00:09:05,580
+R2 و هنا V و
+
+84
+00:09:05,580 --> 00:09:11,680
+هذا هتكون الـ M قعدة
+
+85
+00:09:11,680 --> 00:09:23,080
+المسافة هنا X و ده آخد الـ segment BA
+
+86
+00:09:23,080 --> 00:09:25,540
+من A إلى B
+
+87
+00:09:31,180 --> 00:09:36,540
+طبعًا خليني أعمل assumption عشان أسهل هأعمل neglect 
+
+88
+00:09:36,540 --> 00:09:47,400
+effect of transverse shear effect of 
+
+89
+00:09:47,400 --> 00:09:53,340
+transverse shear
+
+90
+00:09:59,150 --> 00:10:09,250
+هأحكي الـ moment الـ M بساوي R2 في X أنا
+
+91
+00:10:09,250 --> 00:10:26,840
+هكون دي هأحسب DM by DR2 هتكون بتساوي X الـ U من B إلى A
+
+92
+00:10:26,840 --> 00:10:39,040
+هيكون بساوي تكامل من 0 إلى L على 2 1 على EI في
+
+93
+00:10:39,040 --> 00:10:49,800
+M DM by DR 2 DX هظبط؟
+
+94
+00:11:01,620 --> 00:11:08,100
+يعني هنجي نعوض الـ a constant و الـ I constant و 
+
+95
+00:11:08,100 --> 00:11:17,860
+أحطهم عليهم من برا واحد تكامل UBA بساوي تكامل من
+
+96
+00:11:17,860 --> 00:11:24,400
+صفر إلى L أو مش U هذه دلتا 
+
+97
+00:11:28,010 --> 00:11:36,990
+دلتا عند B اللي هي للـ section BA صح أنها هتكون عند
+
+98
+00:11:36,990 --> 00:11:41,370
+هنا دلتا 
+
+99
+00:11:41,370 --> 00:11:51,570
+للـ B دي و للثاني energy of section BA تكامل من 0 إلى 
+
+100
+00:11:51,570 --> 00:11:55,390
+L على 2 1 على EI 
+
+101
+00:11:58,470 --> 00:12:08,590
+الـ M بساوي R2 في X و 
+
+102
+00:12:08,590 --> 00:12:18,590
+DM بي دي R2 اللي هي عياش X يعني X تربيع DX يعني 
+
+103
+00:12:18,590 --> 00:12:22,630
+حيث أساوي R2 
+
+104
+00:12:22,630 --> 00:12:26,750
+على
+
+105
+00:12:30,790 --> 00:12:44,530
+ثلاثة EI في X تكعيب من صفر إلى L على اثنين يعني هأكون
+
+106
+00:12:44,530 --> 00:12:47,730
+بساوي
+
+107
+00:12:47,730 --> 00:12:54,990
+R اثنين L
+
+108
+00:12:54,990 --> 00:13:07,590
+تكعيب على أربعة وعشرين EI 
+
+109
+00:13:07,590 --> 00:13:15,390
+هذا segment BA الآن
+
+110
+00:13:15,390 --> 00:13:23,610
+segment من A إلى B segment A
+
+111
+00:13:23,610 --> 00:13:25,150
+أو هاخد
+
+112
+00:13:27,840 --> 00:13:33,100
+هي عندي R اثنين وهي 
+
+113
+00:13:33,100 --> 00:13:47,920
+F فهد هتكون ايش X وهذه المسافة L على اثنين هنا هأكون 
+
+114
+00:13:47,920 --> 00:13:55,680
+عندي V هأكون 
+
+115
+00:13:55,680 --> 00:13:56,140
+عندي 
+
+116
+00:14:06,110 --> 00:14:11,090
+مخلّيني أخد حوالي نقطة هي دي هي دي summation للـ M
+
+117
+00:14:11,090 --> 00:14:18,410
+X بساوي صفر بساوي 
+
+118
+00:14:18,410 --> 00:14:22,910
+M minus 
+
+119
+00:14:22,910 --> 00:14:24,770
+F
+
+120
+00:14:28,490 --> 00:14:35,370
+في X minus L على 2 زائد 
+
+121
+00:14:35,370 --> 00:14:38,470
+R2 
+
+122
+00:14:38,470 --> 00:14:47,190
+في X صح يعني هتكون الـ M بتساوي 
+
+123
+00:14:47,190 --> 00:14:56,370
+F في X minus L على 2 minus R2 في X
+
+124
+00:14:59,670 --> 00:15:08,030
+وهنا بأحسب DM بقي دي R2 هتساوي 
+
+125
+00:15:08,030 --> 00:15:19,690
+minus X صح؟ الآن الـ deflection at B due to segment
+
+126
+00:15:19,690 --> 00:15:25,830
+BAO
+
+127
+00:15:29,070 --> 00:15:40,250
+هتكون بتساوي التكامل من L على 2 إلى L لـ 1 على EI في M 
+
+128
+00:15:40,250 --> 00:15:52,190
+DM by DR2 DX يعني هتكون بتساوي التكامل من L على 2 إلى 
+
+129
+00:15:52,190 --> 00:16:05,830
+L 1 على EI الـ M اللي هي عبارة عن F في X minus L على 
+
+130
+00:16:05,830 --> 00:16:18,910
+2 minus R2 في X في DM by DR2 في minus X في 
+
+131
+00:16:18,910 --> 00:16:23,050
+minus X DX 
+
+132
+00:16:29,800 --> 00:16:38,760
+يعني أنا هأكون بساوي minus واحد على EI تكامل 
+
+133
+00:16:38,760 --> 00:16:48,760
+من L على اثنين إلى L هأدخل الـ X جوا هتكون F في X
+
+134
+00:16:48,760 --> 00:17:04,710
+تربيع minus L على اثنين X minus R اثنين X تربيع كله
+
+135
+00:17:04,710 --> 00:17:07,970
+DX 
+
+136
+00:17:07,970 --> 00:17:11,610
+يعني 
+
+137
+00:17:11,610 --> 00:17:19,570
+هأكون minus واحد على EI نعمل
+
+138
+00:17:19,570 --> 00:17:34,470
+التكامل F في X تكعيب على ثلاثة minus L على أربعة X 
+
+139
+00:17:34,470 --> 00:17:38,950
+تربيع minus
+
+140
+00:17:38,950 --> 00:17:48,830
+R اثنين X تكعيب على ثلاثة من L على اثنين إلى L 
+
+141
+00:17:54,040 --> 00:18:08,400
+هنحسب هتطلع عندي minus واحد على EI فيه
+
+142
+00:18:08,400 --> 00:18:17,000
+هتكون عندي F نعوض L هذه هتكون L تكعيب على تلاتة
+
+143
+00:18:17,000 --> 00:18:21,040
+minus L تكعيب على أربعة
+
+144
+00:18:24,450 --> 00:18:34,430
+يعني هتكون الـ L تكعيب على اتناشر صح هكون F في الـ L
+
+145
+00:18:34,430 --> 00:18:46,210
+تكعيب على اتناشر minus هتكون
+
+146
+00:18:46,210 --> 00:18:50,350
+الـ L تكعيب على أربع وعشرين
+
+147
+00:19:04,520 --> 00:19:13,380
+minus الـ L تكعيب على
+
+148
+00:19:13,380 --> 00:19:20,220
+ستاشر minus
+
+149
+00:19:20,220 --> 00:19:22,500
+R اتنين
+
+150
+00:19:25,540 --> 00:19:30,880
+في الـ L تكعيب R2
+
+151
+00:19:30,880 --> 00:19:35,100
+على 3 هكون
+
+152
+00:19:35,100 --> 00:19:47,180
+الـ L تكعيب minus الـ L تكعيب على 8 يعني يعني هنبسط
+
+153
+00:19:49,850 --> 00:20:04,850
+الـ L تكعيب هيكون عندي ناقص واحد على EI في F الـ L تكعيب
+
+154
+00:20:04,850 --> 00:20:12,510
+هذا
+
+155
+00:20:12,510 --> 00:20:18,910
+الـعَام مشترك بينهم تمانية وأربعين تمانية وأربعين
+
+156
+00:20:21,070 --> 00:20:29,810
+يعني تمانية و اربعين على أربع و عشرين اتنين اتنين
+
+157
+00:20:29,810 --> 00:20:37,030
+ناقص تلاتة سالب واحد هيكون يعني هيكون سالب على
+
+158
+00:20:37,030 --> 00:20:45,110
+تمانية و اربعين هيكون F الـ L تكعيب على اتناشر زائد
+
+159
+00:20:51,890 --> 00:20:56,690
+FL تكعيب على
+
+160
+00:20:56,690 --> 00:21:01,870
+48 ناقص
+
+161
+00:21:01,870 --> 00:21:16,230
+R2 L تكعيب على 24 يعني
+
+162
+00:21:16,230 --> 00:21:16,910
+حيث يساوي
+
+163
+00:21:29,330 --> 00:21:36,610
+الـ L تكعيب على EI في
+
+164
+00:21:36,610 --> 00:21:46,850
+R2 على 24 ناقص
+
+165
+00:21:46,850 --> 00:21:52,590
+خمسة
+
+166
+00:21:54,800 --> 00:22:02,100
+F على 48 مظبوط
+
+167
+00:22:02,100 --> 00:22:10,560
+طيب
+
+168
+00:22:10,560 --> 00:22:15,200
+لأن
+
+169
+00:22:15,200 --> 00:22:21,140
+delta and B بتساوي صفر بتساوي
+
+170
+00:22:44,380 --> 00:22:59,680
+R2L تكعيب R2L تكعيب على 24EI زائد
+
+171
+00:22:59,680 --> 00:23:02,920
+الـ L تكعيب
+
+172
+00:23:02,920 --> 00:23:07,080
+على
+
+173
+00:23:07,080 --> 00:23:12,120
+EI في
+
+174
+00:23:12,120 --> 00:23:13,020
+هنا
+
+175
+00:23:20,080 --> 00:23:27,520
+هذه السبعة على تمانية السبعة على أربع وعشرين هذه
+
+176
+00:23:27,520 --> 00:23:32,320
+هذه
+
+177
+00:23:32,320 --> 00:23:36,400
+السبعة
+
+178
+00:23:36,400 --> 00:23:48,120
+وهذه السبعة صحيح؟ مظبوط زاد الـ L تكعيب على EI في سبعة
+
+179
+00:23:48,120 --> 00:24:00,920
+R اتنين على أربع وعشرين minus خمسة F على تمانية
+
+180
+00:24:00,920 --> 00:24:13,720
+واربعين هضرب معادلة كلها في تمانية و أربعين EI على
+
+181
+00:24:13,720 --> 00:24:14,340
+الـ L تكعيب
+
+182
+00:24:17,190 --> 00:24:25,150
+نظبط؟ هتصير عند الصفر هتكون
+
+183
+00:24:25,150 --> 00:24:29,410
+عند اتنين R
+
+184
+00:24:29,410 --> 00:24:36,670
+اتنين زائد
+
+185
+00:24:36,670 --> 00:24:41,330
+أربع عشرة
+
+186
+00:24:41,330 --> 00:24:51,910
+R اتنين-5F يعني
+
+187
+00:24:51,910 --> 00:25:04,890
+R2 يعني ستاشر R2 بتساوي خمسة F يعني R2 بتساوي خمسة F
+
+188
+00:25:04,890 --> 00:25:12,350
+على ستاشر من هنا بحسب R واحد
+
+189
+00:25:19,570 --> 00:25:28,730
+بتساوي F minus R2 أحد عشر
+
+190
+00:25:28,730 --> 00:25:41,090
+على ستاشر F و الـ M واحد بتساوي FL على اتنين minus
+
+191
+00:25:41,090 --> 00:25:44,970
+خمسة
+
+192
+00:25:44,970 --> 00:25:46,430
+FL
+
+193
+00:25:48,550 --> 00:25:56,150
+على ستاشر تطلع
+
+194
+00:25:56,150 --> 00:26:02,070
+تلاتة على ستاشر أفقال
+
+195
+00:26:02,070 --> 00:26:09,770
+بالطريقة
+
+196
+00:26:09,770 --> 00:26:11,610
+هذه حسبنا كل الـ variables
+
+197
+00:26:17,020 --> 00:26:23,080
+هذه الطريقة الأولى الطريقة التانية
+
+198
+00:26:23,080 --> 00:26:41,240
+تذكرين
+
+199
+00:26:41,240 --> 00:26:45,180
+معادلة deflection M على EI
+
+200
+00:26:49,170 --> 00:26:59,370
+D²Y YDX² مظبوط؟
+
+201
+00:26:59,370 --> 00:27:07,230
+اللي
+
+202
+00:27:07,230 --> 00:27:07,610
+هيساوي
+
+203
+00:27:23,880 --> 00:27:29,680
+اللي أنا هاخد segment بيه ايه
+
+204
+00:27:29,680 --> 00:27:35,280
+أنا هاخد
+
+205
+00:27:35,280 --> 00:27:39,360
+segment بيه ايه أنا هاخد segment بيه ايه أنا هاخد
+
+206
+00:27:39,360 --> 00:27:40,660
+segment بيه أنا هاخد segment بيه أنا هاخد segment
+
+207
+00:27:40,660 --> 00:27:41,240
+بيه أنا هاخد segment بيه أنا هاخد segment بيه أنا
+
+208
+00:27:41,240 --> 00:27:41,400
+هاخد segment بيه أنا هاخد segment بيه أنا هاخد
+
+209
+00:27:41,400 --> 00:27:47,680
+بيه أنا هاخد segment بيه أنا هاخد segment
+
+210
+00:27:47,680 --> 00:27:48,400
+بيه أنا هاخد segment بيه أنا هاخد segment
+
+211
+00:27:53,170 --> 00:28:02,750
+هعوض عن M اللي هي ايش R2 X على EI بتساوي D Square
+
+212
+00:28:02,750 --> 00:28:17,290
+Y by DX Square يعني D Y by DX مش هتساوي R2
+
+213
+00:28:17,290 --> 00:28:19,530
+X تربيع
+
+214
+00:28:22,580 --> 00:28:28,300
+طبعا هيكون dy و dx هيكون بتساوي تكامل أو خلينا نحكي
+
+215
+00:28:28,300 --> 00:28:32,540
+R2 X
+
+216
+00:28:32,540 --> 00:28:48,660
+تربيع على 2EI زائد C1 صح constant و الـ Y هتكون
+
+217
+00:28:48,660 --> 00:28:49,160
+بتساوي
+
+218
+00:28:56,220 --> 00:29:02,760
+R2 X تكعيب على
+
+219
+00:29:02,760 --> 00:29:09,140
+6EI زائد
+
+220
+00:29:09,140 --> 00:29:14,680
+C1 X زائد C2
+
+221
+00:29:31,440 --> 00:29:46,960
+الآن ممكن أوجد معادلة تانية هنا بس مش هيلزم هنا
+
+222
+00:29:46,960 --> 00:29:55,640
+برضه الـ M أو D Square Y by DX Square M على EI
+
+223
+00:29:58,770 --> 00:30:08,410
+بتساوي واحد على EI في F في X minus L على اتنين
+
+224
+00:30:08,410 --> 00:30:18,830
+minus R اتنين في X يعني هيكون الـ DIY by DX هذا من
+
+225
+00:30:18,830 --> 00:30:24,810
+من A لـ O هيكون يساوي واحد على EI
+
+226
+00:30:27,490 --> 00:30:35,150
+في F X تربيع على اتنين minus L على اتنين X minus
+
+227
+00:30:35,150 --> 00:30:44,690
+R اتنين X تربيع على اتنين زائد
+
+228
+00:30:44,690 --> 00:30:50,290
+C واحد Y هيكون يساوي واحد على EI
+
+229
+00:30:54,530 --> 00:31:05,450
+في F في X تكعيب على ستة minus L على أربع X تربيع
+
+230
+00:31:05,450 --> 00:31:15,850
+minus R اتنين X تكعيب على ستة زائد C واحد X زائد C
+
+231
+00:31:15,850 --> 00:31:20,150
+التاني هذا الـ deflection مظبوط و أنا طبعا كنت أحكي
+
+232
+00:31:20,150 --> 00:31:21,530
+الـ deflection هو ايش الساوي
+
+233
+00:31:29,270 --> 00:31:35,670
+بيكون يساوي R اتنين X
+
+234
+00:31:35,670 --> 00:31:50,750
+تكعيب على ستة EI زائد C واحد X زائد C اتنين هذا X من
+
+235
+00:31:50,750 --> 00:31:56,810
+صفر لـ L على اتنين صح؟ و بتساوي
+
+236
+00:31:59,260 --> 00:32:17,100
+1 على EI في F في X تكعيب على 6 minus L على 4 X
+
+237
+00:32:17,100 --> 00:32:25,160
+تربيع minus R2 X تكعيب على 6 زائد
+
+238
+00:32:29,200 --> 00:32:40,360
+C3 وهذه C4 صح؟ C3 في X زائد C4 و X هذه من L على 2
+
+239
+00:32:40,360 --> 00:32:47,080
+لـ L على أي حال و عادة ما اضبتناش بس أنا حبيت
+
+240
+00:32:47,080 --> 00:32:57,160
+أفرجيكوا مش هتلزمنا التانية الآن الـ
+
+241
+00:32:57,160 --> 00:32:57,560
+X
+
+242
+00:33:05,150 --> 00:33:14,770
+at x بيساوي صفر y بيساوي صفر معناته هنا صفر هيكون
+
+243
+00:33:14,770 --> 00:33:19,630
+الصفر هأقعد في المعادلة هذه الأولى هتكون صفر صفر
+
+244
+00:33:19,630 --> 00:33:25,010
+زائد صفر زائد
+
+245
+00:33:25,010 --> 00:33:31,050
+C2 معناته C2 بتساوي صفر
+
+246
+00:33:42,350 --> 00:33:48,430
+عند x بيساوي L at x
+
+247
+00:33:48,430 --> 00:33:55,850
+بيساوي L برضه
+
+248
+00:33:55,850 --> 00:34:04,990
+y بتساوي صفر يعني أنا هاكون عند الصفر بتساوي
+
+249
+00:34:04,990 --> 00:34:10,970
+هذا كله صفر صفر زائد C4
+
+250
+00:34:15,560 --> 00:34:19,620
+عند X بتساوي L اللي بنحس إنك قاعد يهيله عند X
+
+251
+00:34:19,620 --> 00:34:26,180
+بتساوي L هأعوضت هأنظف نظيفة
+
+252
+00:34:26,180 --> 00:34:27,480
+نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة
+
+253
+00:34:27,480 --> 00:34:28,200
+نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة
+
+254
+00:34:28,200 --> 00:34:28,940
+نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة
+
+255
+00:34:28,940 --> 00:34:36,560
+نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة نظيفة
+
+256
+00:34:36,560 --> 00:34:41,500
+نظيفة نظيفة نظيفة نظيفة ن
+
+257
+00:34:46,250 --> 00:34:48,510
+لأن أنا أapply الـ constants على كل الـ integration
+
+258
+00:34:48,510 --> 00:34:57,010
+بس الاختلافات ايهاش الفترة طيب يعني
+
+259
+00:34:57,010 --> 00:35:05,790
+أنا هأسيء عند الـ Y لحظة
+
+260
+00:35:05,790 --> 00:35:10,510
+شوية مافيش غلط هنا هكون عند صفر
+
+261
+00:35:13,330 --> 00:35:26,410
+بتساوي صفر زائد صفر زائد C2 يعني C2 بتساوي صفر
+
+262
+00:35:26,410 --> 00:35:31,630
+يعني
+
+263
+00:35:31,630 --> 00:35:37,190
+بس كده الـ Y فيش
+
+264
+00:35:37,190 --> 00:35:40,030
+غلط دكتور احنا بنعوم
+
+265
+00:35:44,430 --> 00:35:48,570
+أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه
+
+266
+00:35:48,570 --> 00:35:52,970
+.. أه .. أه .. أه .. أه .. أه .. أه .. أه
+
+267
+00:35:52,970 --> 00:35:53,030
+.. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه ..
+
+268
+00:35:53,030 --> 00:35:55,710
+أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه
+
+269
+00:35:55,710 --> 00:35:56,170
+.. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه ..
+
+270
+00:35:56,170 --> 00:35:56,390
+أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه
+
+271
+00:35:56,390 --> 00:35:56,450
+أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه .. أه
+
+272
+00:35:56,450 --> 00:36:10,550
+.. أه .. أه .. أه .. أه .. أه .. أه
+
+273
+00:36:10,550 --> 00:36:21,560
+.. أه .. أهF في الـ L تكعيب الـ L تكعيب على ستة minus الـ
+
+274
+00:36:21,560 --> 00:36:29,120
+L تكعيب على أربع minus
+
+275
+00:36:29,120 --> 00:36:42,080
+R اتنين الـ L تكعيب على ستة زائد C واحد
+
+276
+00:36:49,580 --> 00:36:57,160
+L أيوة صحيح ايه
+
+277
+00:36:57,160 --> 00:37:03,740
+يعني خليني أضرب أقسم على L سي
+
+278
+00:37:03,740 --> 00:37:12,620
+لأ سي واحد هدف هيكون عندي صفر يساوي واحد على EI في
+
+279
+00:37:20,530 --> 00:37:26,870
+هذا ضبط ستة في أربعة بأربع وعشرين صح؟ أربعة ناقص
+
+280
+00:37:26,870 --> 00:37:36,210
+ستة اتنين يعني سالب واحد على اتناشر يعني هتكون سالب F 
+
+281
+00:37:36,210 --> 00:37:48,760
+التكيب على اثنا عشر minus R<sub>2</sub> التكيب على ستة زائد
+
+282
+00:37:48,760 --> 00:37:59,240
+C<sub>1</sub> في L اضغط
+
+283
+00:37:59,240 --> 00:38:03,620
+الطرفين اقسم اضغط الطرفين في EI يعني الحاسوب عند C
+
+284
+00:38:03,620 --> 00:38:08,660
+واحد بتساوي
+
+285
+00:38:08,660 --> 00:38:12,120
+واحد
+
+286
+00:38:12,120 --> 00:38:13,880
+على EI
+
+287
+00:38:17,240 --> 00:38:30,200
+في f تربيع على اثنا عشر زائد
+
+288
+00:38:30,200 --> 00:38:43,580
+R<sub>2</sub> تربيع على ستة ناقص
+
+289
+00:38:43,580 --> 00:38:45,020
+اتحسن ان دي ال Y
+
+290
+00:38:50,400 --> 00:38:55,060
+بسوء R<sub>2</sub> X
+
+291
+00:38:55,060 --> 00:39:09,680
+تكيب على EI C<sub>2</sub> زائد C<sub>1</sub> زائد واحد على EI واحد
+
+292
+00:39:09,680 --> 00:39:15,220
+على EI أو
+
+293
+00:39:15,220 --> 00:39:18,060
+X على EI في
+
+294
+00:39:19,700 --> 00:39:38,080
+f تربيع على اثنا عشر زائد R<sub>2</sub> تربيع على ستة طيب
+
+295
+00:39:43,000 --> 00:39:48,980
+في شيء غلط .. في شيء غلط خالص مرة جايه كيف عرفت ان
+
+296
+00:39:48,980 --> 00:39:54,340
+في شيء غلط؟ بتحط هذه السفر بتطلع السفر بالسابع سفر
+
+297
+00:39:54,340 --> 00:40:01,320
+في شيء إيش متكرر يعني بتطلع لهاش ال trivial
+
+298
+00:40:01,320 --> 00:40:05,320
+equation
+
+299
+00:40:09,610 --> 00:40:14,090
+محاضرة جاي هنستكشف إيش هو، إيش السبب، اللي هو
+
+300
+00:40:14,090 --> 00:40:19,790
+استكشاف سبب
+
+301
+00:40:19,790 --> 00:40:25,270
+الخطأ، فيه خطأ أنا، ماشي؟ تاكل عافية 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..4da5c002583825b7d2fdd008a054cd16d91cc31e
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/MVUHo38m61M_raw.json
@@ -0,0 +1 @@
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او R اتنين او اما هي redundant او الاول extra variable اكتب معادلات لتزان summation force بالساوية سفر و summation moments بالساوية سفر", "tokens": [339, 541, 40997, 5480, 37495, 22653, 50113, 15040, 1975, 34268, 26890, 497, 36764, 24401, 1975, 2407, 497, 1975, 2655, 1863, 9957, 1975, 2407, 1975, 15042, 39896, 40997, 1975, 2407, 42963, 12610, 2857, 7006, 1975, 4117, 2655, 3555, 20449, 18513, 1211, 9307, 5296, 2655, 11622, 7649, 28811, 3464, 20666, 3794, 995, 2407, 10632, 8608, 5172, 2288, 4032, 28811, 6065, 20666, 3794, 995, 2407, 10632, 8608, 5172, 2288], "avg_logprob": -0.23589086443630616, "compression_ratio": 1.5204678362573099, "no_speech_prob": 0.0, "words": [{"start": 93.89, "end": 94.55, "word": "chose", "probability": 0.56207275390625}, {"start": 94.55, "end": 95.09, "word": " redundant", "probability": 0.74560546875}, {"start": 95.09, "end": 96.17, "word": " reaction", "probability": 0.84716796875}, {"start": 96.17, "end": 97.23, "word": " يعني", "probability": 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112.93, "word": " moments", "probability": 0.525390625}, {"start": 112.93, "end": 113.63, "word": " بالساوية", "probability": 0.9857421875}, {"start": 113.63, "end": 114.57, "word": " سفر", "probability": 0.96142578125}], "temperature": 1.0}, {"id": 6, "seek": 13376, "start": 116.48, "end": 133.76, "text": "اكتب اللي هو ال reactions ال other reactions other than اللي هو ال redundant variable بدلالة ال redundant variable مثلا لو redundant variable كان R2 اكتب R1 بدلالة R2 اكتب M بدلالة R2", "tokens": [995, 4117, 2655, 3555, 13672, 1829, 31439, 2423, 12215, 2423, 661, 12215, 661, 813, 13672, 1829, 31439, 2423, 40997, 7006, 47525, 1211, 6027, 3660, 2423, 40997, 7006, 50113, 15040, 45164, 40997, 7006, 25961, 497, 17, 1975, 4117, 2655, 3555, 497, 16, 47525, 1211, 6027, 3660, 497, 17, 1975, 4117, 2655, 3555, 376, 47525, 1211, 6027, 3660, 497, 17], "avg_logprob": -0.11738612439672826, "compression_ratio": 1.9836065573770492, "no_speech_prob": 0.0, "words": [{"start": 116.47999999999999, 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deflection equations هيك بتحل المثال خلينا نشوف من خلال ال example", "tokens": [3555, 22488, 9957, 2464, 1060, 5450, 11787, 337, 2793, 412, 9253, 295, 40997, 12215, 294, 2115, 295, 6456, 12668, 293, 40997, 12215, 44713, 9778, 40448, 20449, 3215, 1211, 9307, 11019, 898, 3730, 1975, 4117, 2655, 3555, 20449, 3215, 1211, 9307, 13672, 1829, 39896, 2423, 1060, 5450, 5296, 15042, 4724, 1829, 9381, 13546, 16472, 16254, 20449, 3215, 37977, 1975, 11622, 25708, 3660, 5039, 11331, 1211, 20449, 3215, 37977, 2423, 9307, 11622, 7649, 20449, 2423, 1060, 5450, 11787, 39896, 4117, 39894, 5016, 1211, 9673, 12984, 6027, 16490, 20292, 8315, 8717, 8592, 38688, 9154, 16490, 1211, 6027, 2423, 1365], "avg_logprob": -0.2071520569398231, "compression_ratio": 1.7478991596638656, "no_speech_prob": 0.0, "words": [{"start": 136.7, "end": 137.38, "word": "بعدين", "probability": 0.7205810546875}, {"start": 137.38, "end": 137.68, "word": " write", "probability": 0.73828125}, {"start": 137.68, "end": 138.24, "word": " 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indeterminate beam eleven of appendix table eight is as shown determined the reactions خلال نفير ال beam ممسوك من الطرف", "tokens": [2278, 1016, 35344, 13923, 14269, 21090, 295, 34116, 970, 3199, 3180, 307, 382, 4898, 9540, 264, 12215, 16490, 1211, 6027, 8717, 5172, 13546, 2423, 14269, 3714, 2304, 3794, 2407, 4117, 9154, 41950, 28480], "avg_logprob": -0.408547794994186, "compression_ratio": 1.1693548387096775, "no_speech_prob": 0.0, "words": [{"start": 166.91, "end": 167.29, "word": "The", "probability": 0.10516357421875}, {"start": 167.29, "end": 168.09, "word": " indeterminate", "probability": 0.8893229166666666}, {"start": 168.09, "end": 168.51, "word": " beam", "probability": 0.9482421875}, {"start": 168.51, "end": 169.65, "word": " eleven", "probability": 0.49267578125}, {"start": 169.65, "end": 170.07, "word": " of", "probability": 0.9482421875}, {"start": 170.07, "end": 170.67, "word": " appendix", "probability": 0.82373046875}, {"start": 170.67, "end": 171.05, "word": " table", 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219.58, "end": 219.88, "word": " بتعمل", "probability": 0.8702799479166666}, {"start": 219.88, "end": 220.0, "word": " ال", "probability": 0.43408203125}, {"start": 220.0, "end": 220.18, "word": " free", "probability": 0.705078125}, {"start": 220.18, "end": 220.96, "word": " pedagram", "probability": 0.54803466796875}, {"start": 220.96, "end": 221.26, "word": " لل", "probability": 0.546875}, {"start": 221.26, "end": 221.66, "word": " بيه", "probability": 0.92041015625}], "temperature": 1.0}, {"id": 10, "seek": 25224, "start": 224.84, "end": 252.24, "text": "هكون عندى two reactions عندى R واحد وعندى R اتنين وعندى ENF وعندى ايش M .. M واحد هنسمي هذه النطاعة", "tokens": [3224, 30544, 43242, 7578, 732, 12215, 43242, 7578, 497, 36764, 24401, 4032, 3615, 41260, 7578, 497, 1975, 2655, 1863, 9957, 4032, 3615, 41260, 7578, 15244, 37, 4032, 3615, 41260, 7578, 1975, 1829, 8592, 376, 4386, 376, 36764, 24401, 8032, 1863, 38251, 1829, 29538, 28239, 9566, 995, 27884], "avg_logprob": -0.3107096229990323, "compression_ratio": 1.3771929824561404, "no_speech_prob": 0.0, "words": [{"start": 224.84, "end": 225.22, "word": "هكون", "probability": 0.5010986328125}, {"start": 225.22, "end": 225.6, "word": " عندى", "probability": 0.787109375}, {"start": 225.6, "end": 225.94, "word": " two", "probability": 0.78564453125}, {"start": 225.94, "end": 226.56, "word": " reactions", "probability": 0.8544921875}, {"start": 226.56, "end": 228.54, "word": " عندى", "probability": 0.778076171875}, {"start": 228.54, "end": 228.68, "word": " R", "probability": 0.64599609375}, {"start": 228.68, "end": 229.22, "word": " واحد", "probability": 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251.64, "end": 251.84, "word": " هذه", "probability": 0.88525390625}, {"start": 251.84, "end": 252.24, "word": " النطاعة", "probability": 0.69158935546875}], "temperature": 1.0}, {"id": 11, "seek": 28433, "start": 255.89, "end": 284.33, "text": "A B قبرتها ده X وها دي Y summation ال FY إيش بتساوي؟ Zero بتساوي R واحد زاد R اتنين minus F", "tokens": [32, 363, 12174, 26890, 2655, 11296, 11778, 3224, 1783, 4032, 11296, 11778, 1829, 398, 28811, 2423, 479, 56, 11933, 1829, 8592, 39894, 3794, 995, 45865, 22807, 17182, 39894, 3794, 995, 45865, 497, 36764, 24401, 30767, 18513, 497, 1975, 2655, 1863, 9957, 3175, 479], "avg_logprob": -0.31534091383218765, "compression_ratio": 1.1355932203389831, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 255.89000000000001, "end": 256.85, "word": "A", "probability": 0.36376953125}, {"start": 256.85, "end": 257.81, "word": " B", "probability": 0.771484375}, {"start": 257.81, "end": 263.53, "word": " قبرتها", "probability": 0.56781005859375}, 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"word": " الاتزان", "probability": 0.79302978515625}, {"start": 321.6, "end": 322.54, "word": " الموجودة", "probability": 0.82177734375}, {"start": 322.54, "end": 327.38, "word": " عند", "probability": 0.5712890625}, {"start": 327.38, "end": 327.7, "word": " اكم", "probability": 0.576904296875}, {"start": 327.7, "end": 328.14, "word": " variable", "probability": 0.34912109375}, {"start": 328.14, "end": 329.2, "word": " عند", "probability": 0.32470703125}, {"start": 329.2, "end": 331.16, "word": " R1", "probability": 0.626953125}, {"start": 331.16, "end": 333.06, "word": " و", "probability": 0.66552734375}, {"start": 333.06, "end": 333.86, "word": " R2", "probability": 0.71044921875}, {"start": 333.86, "end": 335.94, "word": " و", "probability": 0.9384765625}, {"start": 335.94, "end": 336.7, "word": " M1", "probability": 0.955078125}, {"start": 336.7, "end": 338.18, "word": " عند", "probability": 0.64501953125}, {"start": 338.18, "end": 339.18, "word": " three", "probability": 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"word": " يعني", "probability": 0.77490234375}, {"start": 762.95, "end": 764.53, "word": " هكون", "probability": 0.6500244140625}, {"start": 764.53, "end": 767.73, "word": " الساوى", "probability": 0.680419921875}, {"start": 767.73, "end": 770.15, "word": " R", "probability": 0.8720703125}, {"start": 770.15, "end": 771.11, "word": " اتنين", "probability": 0.8436279296875}, {"start": 771.11, "end": 774.99, "word": " L", "probability": 0.58740234375}, {"start": 774.99, "end": 775.61, "word": " تكييب", "probability": 0.994921875}], "temperature": 1.0}, {"id": 28, "seek": 80515, "start": 777.77, "end": 805.15, "text": "على اربع و عشرين اي اي هذا segment بي اي الان segment من اي له segment اي او هاخد", "tokens": [3615, 23942, 1975, 25513, 3615, 4032, 6225, 46309, 9957, 1975, 1829, 1975, 1829, 23758, 9469, 4724, 1829, 1975, 1829, 2423, 7649, 9469, 9154, 1975, 1829, 46740, 9469, 1975, 1829, 1975, 2407, 8032, 47283, 3215], "avg_logprob": -0.3287946343421936, "compression_ratio": 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بساوة M minus F", "tokens": [2304, 16490, 1211, 11703, 9957, 1829, 5551, 9778, 3215, 11331, 2407, 6027, 1829, 8717, 47432, 3660, 39896, 11778, 1829, 39896, 11778, 1829, 28811, 24976, 376, 1783, 4724, 3794, 995, 2407, 3660, 8608, 5172, 2288, 4724, 3794, 995, 2407, 3660, 376, 3175, 479], "avg_logprob": -0.47928779624229256, "compression_ratio": 1.1764705882352942, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 846.11, "end": 846.99, "word": "م", "probability": 0.48291015625}, {"start": 846.99, "end": 847.87, "word": " خلّيني", "probability": 0.49150390625}, {"start": 847.87, "end": 848.03, "word": " أخد", "probability": 0.74560546875}, {"start": 848.03, "end": 848.27, "word": " حوالي", "probability": 0.75189208984375}, {"start": 848.27, "end": 848.45, "word": " نقطة", "probability": 0.953125}, {"start": 848.45, "end": 848.61, "word": " هي", "probability": 0.10614013671875}, {"start": 848.61, "end": 848.71, "word": " دي", "probability": 0.5367431640625}, {"start": 848.71, 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"start": 868.49, "end": 896.37, "text": "فى x minus L على 2 زائد R2 فى X صح يعني هتكون ال M بتساوي F فى X minus L على 2 minus R2 فى X", "tokens": [5172, 7578, 2031, 3175, 441, 15844, 568, 30767, 16373, 3215, 497, 17, 6156, 7578, 1783, 20328, 5016, 37495, 22653, 8032, 2655, 30544, 2423, 376, 39894, 3794, 995, 45865, 479, 6156, 7578, 1783, 3175, 441, 15844, 568, 3175, 497, 17, 6156, 7578, 1783], "avg_logprob": -0.2381904007390488, "compression_ratio": 1.2647058823529411, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 868.49, "end": 868.79, "word": "فى", "probability": 0.50567626953125}, {"start": 868.79, "end": 869.11, "word": " x", "probability": 0.55810546875}, {"start": 869.11, "end": 869.81, "word": " minus", "probability": 0.189208984375}, {"start": 869.81, "end": 870.17, "word": " L", "probability": 0.66259765625}, {"start": 870.17, "end": 870.35, "word": " على", "probability": 0.5322265625}, {"start": 870.35, "end": 870.77, "word": " 2", "probability": 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"word": " تكيب", "probability": 0.72039794921875}, {"start": 2335.66, "end": 2337.46, "word": " على", "probability": 0.80810546875}, {"start": 2337.46, "end": 2338.06, "word": " EI", "probability": 0.733154296875}, {"start": 2338.06, "end": 2340.7, "word": " C2", "probability": 0.789306640625}, {"start": 2340.7, "end": 2341.52, "word": " زائد", "probability": 0.4996744791666667}, {"start": 2341.52, "end": 2342.22, "word": " C1", "probability": 0.735595703125}, {"start": 2342.22, "end": 2343.46, "word": " زائد", "probability": 0.8582356770833334}, {"start": 2343.46, "end": 2344.92, "word": " واحد", "probability": 0.6695556640625}, {"start": 2344.92, "end": 2345.12, "word": " على", "probability": 0.771484375}, {"start": 2345.12, "end": 2345.78, "word": " EI", "probability": 0.95751953125}, {"start": 2345.78, "end": 2349.68, "word": " واحد", "probability": 0.935791015625}, {"start": 2349.68, "end": 2349.82, "word": " على", "probability": 0.88818359375}, {"start": 2349.82, "end": 2350.94, "word": " EI", "probability": 0.9921875}, {"start": 2350.94, "end": 2355.22, "word": " او", "probability": 0.857666015625}, {"start": 2355.22, "end": 2355.5, "word": " X", "probability": 0.9814453125}, {"start": 2355.5, "end": 2355.7, "word": " على", "probability": 0.8623046875}, {"start": 2355.7, "end": 2356.22, "word": " EI", "probability": 0.99072265625}, {"start": 2356.22, "end": 2358.06, "word": " في", "probability": 0.94140625}], "temperature": 1.0}, {"id": 80, "seek": 237808, "start": 2359.7, "end": 2378.08, "text": "فالتربيع على اتناش زاد R اتنين التربيع على ستة طيب", "tokens": [5172, 6027, 2655, 2288, 21292, 3615, 15844, 1975, 2655, 1863, 33599, 30767, 18513, 497, 1975, 2655, 1863, 9957, 16712, 2288, 21292, 3615, 15844, 8608, 2655, 3660, 23032, 1829, 3555], "avg_logprob": -0.30338540971279143, "compression_ratio": 1.267605633802817, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 2359.7, "end": 2361.1, "word": "فالتربيع", "probability": 0.6079508463541666}, {"start": 2361.1, "end": 2362.3, "word": " على", "probability": 0.415283203125}, {"start": 2362.3, "end": 2362.92, "word": " اتناش", "probability": 0.780517578125}, {"start": 2362.92, "end": 2364.44, "word": " زاد", "probability": 0.794677734375}, {"start": 2364.44, "end": 2364.88, "word": " R", "probability": 0.47900390625}, {"start": 2364.88, "end": 2365.42, "word": " اتنين", "probability": 0.83331298828125}, {"start": 2365.42, "end": 2367.36, "word": " التربيع", "probability": 0.88232421875}, {"start": 2367.36, "end": 2370.02, "word": " على", "probability": 0.8955078125}, {"start": 2370.02, "end": 2372.24, "word": " ستة", "probability": 0.9671223958333334}, {"start": 2372.24, "end": 2378.08, "word": " طيب", "probability": 0.9337565104166666}], "temperature": 1.0}, {"id": 81, "seek": 240532, "start": 2383.0, "end": 2405.32, "text": "في اشي غلط .. في اشي غلط خال مرة جاى كيف عرفت ان في اشي غلط؟ بتحط هذه السفر بتطلع السفر بالسابع سفر في اشي اياش متكرر يعني بتطلع ليهاش ال trivial equation", "tokens": [41185, 1975, 8592, 1829, 32771, 1211, 9566, 4386, 8978, 1975, 8592, 1829, 32771, 1211, 9566, 16490, 6027, 3714, 25720, 10874, 995, 7578, 9122, 33911, 6225, 28480, 2655, 16472, 8978, 1975, 8592, 1829, 32771, 1211, 9566, 22807, 39894, 5016, 9566, 29538, 21136, 5172, 2288, 39894, 9566, 1211, 3615, 21136, 5172, 2288, 20666, 3794, 16758, 3615, 8608, 5172, 2288, 8978, 1975, 8592, 1829, 1975, 1829, 33599, 44650, 37983, 2288, 37495, 22653, 39894, 9566, 1211, 3615, 32239, 3224, 33599, 2423, 26703, 5367], "avg_logprob": -0.2744140762835741, "compression_ratio": 1.6602564102564104, "no_speech_prob": 0.0, "words": [{"start": 2383.0, "end": 2383.24, "word": "في", "probability": 0.880859375}, {"start": 2383.24, "end": 2383.44, "word": " اشي", "probability": 0.5578206380208334}, {"start": 2383.44, "end": 2383.8, "word": " غلط", "probability": 0.994140625}, {"start": 2383.8, "end": 2384.24, "word": " ..", "probability": 0.43505859375}, {"start": 2384.24, "end": 2384.84, "word": " في", "probability": 0.73974609375}, {"start": 2384.84, "end": 2385.18, "word": " اشي", "probability": 0.9396158854166666}, {"start": 2385.18, "end": 2386.08, "word": " غلط", "probability": 0.9881184895833334}, {"start": 2386.08, "end": 2386.86, "word": " خال", "probability": 0.514892578125}, {"start": 2386.86, "end": 2387.06, "word": " مرة", "probability": 0.824951171875}, {"start": 2387.06, "end": 2387.52, "word": " جاى", "probability": 0.7545572916666666}, {"start": 2387.52, "end": 2388.7, "word": " كيف", "probability": 0.855712890625}, {"start": 2388.7, "end": 2388.9, "word": " عرفت", "probability": 0.7127278645833334}, {"start": 2388.9, "end": 2388.98, "word": " ان", "probability": 0.70556640625}, {"start": 2388.98, "end": 2389.12, "word": " في", "probability": 0.66650390625}, {"start": 2389.12, "end": 2389.3, "word": " اشي", "probability": 0.9140625}, {"start": 2389.3, "end": 2391.76, "word": " غلط؟", "probability": 0.919189453125}, {"start": 2391.76, "end": 2392.3, "word": " بتحط", "probability": 0.7909342447916666}, {"start": 2392.3, "end": 2392.54, "word": " هذه", "probability": 0.247314453125}, {"start": 2392.54, "end": 2392.94, "word": " السفر", "probability": 0.8766276041666666}, {"start": 2392.94, "end": 2393.28, "word": " بتطلع", "probability": 0.75372314453125}, {"start": 2393.28, "end": 2393.54, "word": " السفر", "probability": 0.789306640625}, {"start": 2393.54, "end": 2393.94, "word": " بالسابع", "probability": 0.60748291015625}, {"start": 2393.94, "end": 2394.34, "word": " سفر", "probability": 0.95166015625}, {"start": 2394.34, "end": 2394.6, "word": " في", "probability": 0.40283203125}, {"start": 2394.6, "end": 2394.88, "word": " اشي", "probability": 0.9300130208333334}, {"start": 2394.88, "end": 2395.16, "word": " اياش", "probability": 0.652099609375}, {"start": 2395.16, "end": 2397.34, "word": " متكرر", "probability": 0.9674479166666666}, {"start": 2397.34, "end": 2398.3, "word": " يعني", "probability": 0.75146484375}, {"start": 2398.3, "end": 2400.6, "word": " بتطلع", "probability": 0.9178466796875}, {"start": 2400.6, "end": 2400.86, "word": " ليهاش", "probability": 0.86962890625}, {"start": 2400.86, "end": 2400.96, "word": " ال", "probability": 0.412109375}, {"start": 2400.96, "end": 2401.32, "word": " trivial", "probability": 0.9521484375}, {"start": 2401.32, "end": 2405.32, "word": " equation", "probability": 0.9638671875}], "temperature": 1.0}, {"id": 82, "seek": 242527, "start": 2409.61, "end": 2425.27, "text": "محاضرة جاي هنستكشف إيش هو، إيش السبب، اللي هو استكشاف سبب الخطأ، فيه خطأ أنا، ماشي؟ تاكل عافية", "tokens": [2304, 5016, 46958, 25720, 10874, 47302, 8032, 1863, 14851, 4117, 8592, 5172, 11933, 1829, 8592, 31439, 12399, 11933, 1829, 8592, 21136, 3555, 3555, 12399, 13672, 1829, 31439, 44713, 4117, 8592, 31845, 8608, 3555, 3555, 33962, 9566, 10721, 12399, 8978, 3224, 16490, 9566, 10721, 41850, 12399, 3714, 33599, 1829, 22807, 6055, 995, 28820, 6225, 31845, 10632], "avg_logprob": -0.20061383822134563, "compression_ratio": 1.4741379310344827, "no_speech_prob": 0.0, "words": [{"start": 2409.61, "end": 2410.13, "word": "محاضرة", "probability": 0.9150390625}, {"start": 2410.13, "end": 2410.51, "word": " جاي", "probability": 0.84765625}, {"start": 2410.51, "end": 2411.73, "word": " هنستكشف", "probability": 0.936279296875}, {"start": 2411.73, "end": 2411.95, "word": " إيش", "probability": 0.7724609375}, {"start": 2411.95, "end": 2412.67, "word": " هو،", "probability": 0.631103515625}, {"start": 2412.67, "end": 2412.85, "word": " إيش", "probability": 0.96435546875}, {"start": 2412.85, "end": 2413.71, "word": " السبب،", "probability": 0.8699951171875}, {"start": 2413.71, "end": 2413.83, "word": " اللي", "probability": 0.924560546875}, {"start": 2413.83, "end": 2414.09, "word": " هو", "probability": 0.99267578125}, {"start": 2414.09, "end": 2415.43, "word": " استكشاف", "probability": 0.9764404296875}, {"start": 2415.43, "end": 2419.79, "word": " سبب", "probability": 0.9314778645833334}, {"start": 2419.79, "end": 2421.11, "word": " الخطأ،", "probability": 0.972900390625}, {"start": 2421.11, "end": 2421.47, "word": " فيه", "probability": 0.673828125}, {"start": 2421.47, "end": 2421.77, "word": " خطأ", "probability": 0.99755859375}, {"start": 2421.77, "end": 2423.27, "word": " أنا،", "probability": 0.4608154296875}, {"start": 2423.27, "end": 2424.17, "word": " ماشي؟", "probability": 0.9189453125}, {"start": 2424.17, "end": 2424.89, "word": " تاكل", "probability": 0.5027669270833334}, {"start": 2424.89, "end": 2425.27, "word": " عافية", "probability": 0.7242838541666666}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2425.48675, "duration_after_vad": 2124.8349999999928}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/P79PrQa-UOQ_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/P79PrQa-UOQ_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..e7f3b1457cfc67fbd1025be74125817ef6d5d072
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/P79PrQa-UOQ_raw.srt
@@ -0,0 +1,1504 @@
+1
+00:00:05,790 --> 00:00:08,530
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,530 --> 00:00:12,410
+وبركاته اليوم هنكمل في مادة تصميم الآلات ال
+
+3
+00:00:12,410 --> 00:00:16,790
+chapter المتعلقة بحسابات ال stresses due to
+
+4
+00:00:16,790 --> 00:00:22,230
+different loading conditions المرفض حكينا عن الطرق
+
+5
+00:00:22,230 --> 00:00:25,770
+حساب ال stress due to transverse shear stress
+
+6
+00:00:25,770 --> 00:00:30,590
+حكينا التابع سواء BQ على IFBحلينا example اليوم
+
+7
+00:00:30,590 --> 00:00:35,430
+هنكمل الموضوع الجديد اللي هو هنشوف ال torsion ال
+
+8
+00:00:35,430 --> 00:00:40,050
+torsion على circular shaft انا عندي shaft هنا او
+
+9
+00:00:40,050 --> 00:00:45,610
+mechanical element مقطع مدور امثبت
+
+10
+00:00:45,610 --> 00:00:53,060
+من الطرف على الشمال فيه عليه عزم torqueالتورك هذا
+
+11
+00:00:53,060 --> 00:01:00,000
+بيعمل ايش ال twist حوالين ال x axis بزاوية theta
+
+12
+00:01:00,000 --> 00:01:04,660
+بساوية T في L على G في J ال T هو ال torque ال L
+
+13
+00:01:04,660 --> 00:01:11,020
+اللي هو طول ال ال bar او ال ال G ال modulus of
+
+14
+00:01:11,020 --> 00:01:14,460
+rigidity او ال shear modulus ال J اللي هي polar
+
+15
+00:01:14,460 --> 00:01:20,920
+moment of inertia وال shear stress بتغير linearly
+
+16
+00:01:22,600 --> 00:01:27,960
+مع المسافة من المركز يعني عندي المركز الـ shear
+
+17
+00:01:27,960 --> 00:01:33,000
+stress due to torque بيكون ساوة zero و بيكون
+
+18
+00:01:33,000 --> 00:01:37,880
+maximum على المحيط تكون maximum ساوة T في R على J
+
+19
+00:01:37,880 --> 00:01:44,340
+ال R هو ال radius للمقطع المدور هذا
+
+20
+00:01:44,340 --> 00:01:52,110
+في المقاطع المدورة في حالة المقطع ماكانش مدورمثلا
+
+21
+00:01:52,110 --> 00:01:56,650
+مقطع مستطيل ال
+
+22
+00:01:56,650 --> 00:02:01,150
+shear stress ما بيكون اتغير بشكل خط مع ال radial
+
+23
+00:02:01,150 --> 00:02:06,330
+distance هذا رقم واحد اتنين بيكون ال shear stress
+
+24
+00:02:06,330 --> 00:02:12,330
+zero عند ال corners بتاعة المقطع المستطيلرقم تلاتة
+
+25
+00:02:12,330 --> 00:02:18,870
+ال share stress بيكون maximum في منتصف الضلع
+
+26
+00:02:18,870 --> 00:02:25,150
+الأطول المقطع المستطيل له ضلعين فبيكون maximum في
+
+27
+00:02:25,150 --> 00:02:35,340
+منتصف الضلع الأطول لمقطع مستطيل أبعاده B في Cعلى
+
+28
+00:02:35,340 --> 00:02:40,760
+فرض أن الـ B هي الضلع الطويل تاو ماكسومون بيساوي T
+
+29
+00:02:40,760 --> 00:02:46,260
+الـ Torque على Alpha B C Square أو بيساوي T على B
+
+30
+00:02:46,260 --> 00:02:49,420
+C Square في تلاتة زائد one point تمانية على B في C
+
+31
+00:02:49,420 --> 00:02:55,220
+على B C و ال Angle و Twist ثيتا بيساوي T في L على
+
+32
+00:02:55,220 --> 00:03:01,260
+Beta B C تكييب على G لأن في الجدول التحت معطين
+
+33
+00:03:01,260 --> 00:03:06,620
+four different B على C valuesمعطيني alpha و beta
+
+34
+00:03:06,620 --> 00:03:10,420
+يعني لو b على c كانت واحد ال alpha point two oh
+
+35
+00:03:10,420 --> 00:03:15,120
+eight و ال beta point one four one لو كانت ال b
+
+36
+00:03:15,120 --> 00:03:20,820
+على c مثلا تلاتة بتكون ال alpha point اتنين ستة
+
+37
+00:03:20,820 --> 00:03:26,560
+سبعة و ال beta point اتنين ستة تلاتة لو كانت ال b
+
+38
+00:03:26,560 --> 00:03:30,480
+على c مثلا عشرة بتكون ال alpha point تلاتة واحد
+
+39
+00:03:30,480 --> 00:03:34,200
+تلاتة و ال beta point تلاتة واحد تلاتة
+
+40
+00:03:38,410 --> 00:03:44,670
+ال power هي معدل استهلاكنا للطاقة
+
+41
+00:03:50,090 --> 00:03:54,830
+ال .. يعني ال power فيه لها معادلات في حالة وحدات
+
+42
+00:03:54,830 --> 00:03:59,830
+ال .. ال .. ال metric units بتكون واحدة ال power
+
+43
+00:03:59,830 --> 00:04:03,570
+في ال watt، ال torque واحدة في ال newton متر، و ال
+
+44
+00:04:03,570 --> 00:04:05,870
+angular velocity بساوية بال .. بال radians per
+
+45
+00:04:05,870 --> 00:04:08,490
+second، و ال power بساوية ال torque في omega
+
+46
+00:04:11,150 --> 00:04:15,690
+في معادلة جاهزة اللى هى ال torque بالسبب هو تسعة
+
+47
+00:04:15,690 --> 00:04:21,250
+بونت خمسة خمسة في ال H على N بحيث وحدة ال H هي بال
+
+48
+00:04:21,250 --> 00:04:25,910
+واط و ال N بال RPM و ال N بال RPM يعني تحط اتعاوض
+
+49
+00:04:25,910 --> 00:04:30,140
+ببعشان المعادلة بتحسب ال torqueفي حالة استخدام
+
+50
+00:04:30,140 --> 00:04:35,140
+الوحدات ال English units ال power بالسواء F V على
+
+51
+00:04:35,140 --> 00:04:40,260
+تلات و تلاتين الف او بالسواء T N small على تلات و
+
+52
+00:04:40,260 --> 00:04:43,400
+تلاتين الف و خمسة و عشرين وحدة ال power هنا بال
+
+53
+00:04:43,400 --> 00:04:46,780
+horse power ال torque وحدتها بال pound force inch
+
+54
+00:04:46,780 --> 00:04:51,240
+ال N اللي هي الشفتة ال speed بال RPM و ال V ال
+
+55
+00:04:51,240 --> 00:04:53,820
+force pound force و ال V اللي هي السرعة المحيطية
+
+56
+00:04:53,820 --> 00:04:55,300
+بال feet per minute
+
+57
+00:04:58,180 --> 00:05:04,480
+هنشوف مثال ال
+
+58
+00:05:04,480 --> 00:05:10,340
+figure shows a crank انا فعلا عندي هنا ال crank
+
+59
+00:05:12,000 --> 00:05:17,680
+عندي shaft AB مقطع هو مدور وقطره تلت اربع انش
+
+60
+00:05:17,680 --> 00:05:26,040
+وطوله خمسة انش وفيه القطع BC مقطعها مستطيل ارتفاعه
+
+61
+00:05:26,040 --> 00:05:31,320
+تلت واحد وربع انش في سماكة ربع انش ومن ال center
+
+62
+00:05:31,320 --> 00:05:35,780
+لل center اربع انش وفيه force عند الطرف هذا بتأثر
+
+63
+00:05:35,780 --> 00:05:40,760
+على بعد واحد و نص انش من نقطة C
+
+64
+00:05:45,330 --> 00:05:48,990
+قيمة ال force افتبعت ليها تلاتمية نيوتن ال force
+
+65
+00:05:48,990 --> 00:05:52,050
+تلاتمية
+
+66
+00:05:52,050 --> 00:05:57,510
+نيوتن English
+
+67
+00:05:57,510 --> 00:05:58,750
+تلاتمية pound force
+
+68
+00:06:20,430 --> 00:06:27,610
+المطلوب لو تدرس دياغرام مفرد من شافت AB والارم
+
+69
+00:06:27,610 --> 00:06:37,470
+بي سي تدرس جميع القوة والحركة التي تدرس اتجارات
+
+70
+00:06:37,470 --> 00:06:43,630
+اتجارات على هذه الدياغراميعني انا بدي اخد three
+
+71
+00:06:43,630 --> 00:06:47,630
+diagrams عندي هاي ال system خلّيني اتعرف اقولش على
+
+72
+00:06:47,630 --> 00:06:54,010
+المحاولة احداثيات عندي هاي ال X هاي ال Y و هاي ايش
+
+73
+00:06:54,010 --> 00:06:58,030
+ال Z X Y Z
+
+74
+00:07:02,530 --> 00:07:06,110
+ال force F هذه لو ننقلها ل CH هتنتقل على شكل
+
+75
+00:07:06,110 --> 00:07:11,470
+إيهاش؟ force moment يعني هتكون force لتحت و moment
+
+76
+00:07:11,470 --> 00:07:17,430
+.. ال moment هذه هتعمل twist على ال BC صح؟ هتكون
+
+77
+00:07:17,430 --> 00:07:23,620
+torqueهتكون باتجاه ال negative z axis اتجاه ال
+
+78
+00:07:23,620 --> 00:07:30,620
+negative z axis فهناخد لدراع بي سي لدراع بي سي انا
+
+79
+00:07:30,620 --> 00:07:35,460
+نقلت ال force اللى كانت على اليمين واحد و نص انش
+
+80
+00:07:35,460 --> 00:07:43,860
+نقلتها لشمال على شكل forceو moment اللي هي TC
+
+81
+00:07:43,860 --> 00:07:48,220
+بتأثر بال negative z axis دلوقت طبعا لازم احط
+
+82
+00:07:48,220 --> 00:07:55,600
+المحاولة هاي ال X Y Z الان عند نقطة بيه نرجع هنا
+
+83
+00:07:55,600 --> 00:08:01,240
+عند نقطة بيه اذا أخدت section النقطة بيه هنا ال
+
+84
+00:08:01,240 --> 00:08:07,640
+forces ال force هذه it will be resisted هيكون في
+
+85
+00:08:07,640 --> 00:08:13,000
+عكس force اللي هي هناو ال force F بتعمل moment
+
+86
+00:08:13,000 --> 00:08:19,180
+حوالين ال negative x axis هيعكسها ال reaction
+
+87
+00:08:19,180 --> 00:08:22,600
+moment في ال positive x axis هي بتحاول تعمل
+
+88
+00:08:22,600 --> 00:08:27,000
+bending في ال negative x axis ال reaction moment
+
+89
+00:08:27,000 --> 00:08:30,880
+هتكون في ال positive x axis يعني هذه ال M واحد
+
+90
+00:08:30,880 --> 00:08:35,520
+نتجة عن moment قيمتها
+
+91
+00:08:38,280 --> 00:08:42,140
+اللي هي ال force F في أربع انش يعني خلّيني أحسن
+
+92
+00:08:42,140 --> 00:08:47,180
+أولش عندي TC ايش ساوى TC؟
+
+93
+00:08:47,180 --> 00:08:51,760
+واحد و نص في
+
+94
+00:08:51,760 --> 00:09:02,280
+F اللي هتكون أربعين و خمسين pound force inch
+
+95
+00:09:02,280 --> 00:09:06,920
+أربعين و خمسين pound force inch
+
+96
+00:09:10,830 --> 00:09:16,910
+طيب ال M1 لأن
+
+97
+00:09:16,910 --> 00:09:23,610
+ال F اللي أنا عند C بتحاول تعمل bending في اتجاه
+
+98
+00:09:23,610 --> 00:09:30,830
+ال negative x axis بعكسها moment في M1 M1 هتكون
+
+99
+00:09:30,830 --> 00:09:34,550
+اللي هي 4 في F صح؟
+
+100
+00:09:38,950 --> 00:09:47,470
+اللي هي أربع تلت مية ألف و متين pound force في انش
+
+101
+00:09:47,470 --> 00:09:53,990
+هذا
+
+102
+00:09:53,990 --> 00:10:04,230
+بالنسبة للدراع BC الان ركزوا على نقطة B نرجع B
+
+103
+00:10:04,230 --> 00:10:14,720
+مشتركة بين BC و ABيعني لو ناخد الدراع بيه؟ هيصير
+
+104
+00:10:14,720 --> 00:10:22,960
+وضع التالي هيصير
+
+105
+00:10:22,960 --> 00:10:30,820
+عندي .. عندي T2 نرجع
+
+106
+00:10:30,820 --> 00:10:32,920
+T2 إيش هتساوي؟
+
+107
+00:10:35,980 --> 00:10:48,380
+م واحد عكسها بس تي تو تي تو بيساوي م واحد بيساوي
+
+108
+00:10:48,380 --> 00:10:58,140
+الف و متين pound force inch و
+
+109
+00:10:58,140 --> 00:11:07,430
+ال M2 بيساوي ايش تي سيأو تسميها T1 الـ M2 بالساوية
+
+110
+00:11:07,430 --> 00:11:21,450
+T1 يعني
+
+111
+00:11:21,450 --> 00:11:29,020
+الآن ال A B طبعا باخدعند باخد summation force لجهة
+
+112
+00:11:29,020 --> 00:11:35,820
+ال Y بحس أن عندي force عند A force عند A عكس F صح؟
+
+113
+00:11:35,820 --> 00:11:46,560
+و هكون عند ال F .. ال F هتحاول تعمل bending حوالين
+
+114
+00:11:46,560 --> 00:11:51,610
+ال negative z axis صح؟هيعكسها reaction a في ال
+
+115
+00:11:51,610 --> 00:11:56,650
+positive z axis بيعطينا ما هو M A ال M A ماذا
+
+116
+00:11:56,650 --> 00:12:00,970
+يساوي خمسة
+
+117
+00:12:00,970 --> 00:12:08,310
+في اف مظبوط
+
+118
+00:12:08,310 --> 00:12:16,770
+اللي هي خمسة في تلت مية الف و خمسمية pound force
+
+119
+00:12:16,770 --> 00:12:18,690
+في انش
+
+120
+00:12:23,220 --> 00:12:25,260
+أو ال two بالساوية انا حاول اتكلم بالساوية ال T
+
+121
+00:12:25,260 --> 00:12:34,080
+واحد اللي هي أربعمية و خمسين pound force في انش
+
+122
+00:12:34,080 --> 00:12:41,020
+وال
+
+123
+00:12:41,020 --> 00:12:46,840
+TA بتكون
+
+124
+00:12:46,840 --> 00:12:51,840
+تساوية T
+
+125
+00:12:51,840 --> 00:12:52,660
+two صح؟
+
+126
+00:12:56,990 --> 00:13:02,510
+يعني هتكون الف و متين pound
+
+127
+00:13:02,510 --> 00:13:13,310
+force عشان نتأكد ممكن مباشرة اطلع
+
+128
+00:13:13,310 --> 00:13:19,450
+على ال F ال F بتحاول تعمل torsion عند A اللي هو TA
+
+129
+00:13:19,450 --> 00:13:24,350
+ال torsion اللي بقى عن إيهاش أربعة في F
+
+130
+00:13:27,640 --> 00:13:33,760
+اللي هو ايش؟ اربع في تلاتمية ألف ومتين بظبط هذه
+
+131
+00:13:33,760 --> 00:13:39,800
+بتحول تورجين لدراع تاع تورجين اربع انش صح؟ و بتحول
+
+132
+00:13:39,800 --> 00:13:44,380
+تاني ال building لدراع تاعه اللي هو خمسة في أف
+
+133
+00:13:44,380 --> 00:13:50,040
+اللي هي هتكون خمسة اللي هي خمسة في أف اللي هي خمسة
+
+134
+00:13:50,040 --> 00:13:55,180
+في تلاتمية ألف وخمس مية ألف
+
+135
+00:13:55,180 --> 00:13:59,710
+وخمس ميةو it will be resisted by a force عند a
+
+136
+00:13:59,710 --> 00:14:02,970
+اللي هي F، معناته احنا عملنا double check ع الشغل
+
+137
+00:14:02,970 --> 00:14:10,430
+بتاعنا طلع في عندي torsion TA الف و متين، نقطة A و
+
+138
+00:14:10,430 --> 00:14:12,090
+bending moment الف و خمسمية عند
+
+139
+00:14:16,170 --> 00:14:19,990
+أيه برضه قيمتها أقل خمسمية pound فورس انش و فيه
+
+140
+00:14:19,990 --> 00:14:23,190
+transfer shear stress عند a اللي هي f بالساوية
+
+141
+00:14:23,190 --> 00:14:31,390
+تلتمية pound force هذا المطلوب الأول المطلوب
+
+142
+00:14:31,390 --> 00:14:39,470
+التاني compute maximum of torsional stress in
+
+143
+00:14:39,470 --> 00:14:44,130
+compute maximum of torsional shear stressand
+
+144
+00:14:44,130 --> 00:14:49,290
+bending stress in arm BC ده بتحسب تاو ماكسيممم و
+
+145
+00:14:49,290 --> 00:14:53,390
+.. و
+
+146
+00:14:53,390 --> 00:14:56,570
+ال bending stress في ال arm BC and indicate .. and
+
+147
+00:14:56,570 --> 00:15:02,850
+indicate where these act نرجع لل arm BC ال arm BC
+
+148
+00:15:09,160 --> 00:15:16,320
+لما نقلت ال F عند C انتقلت ك F وTorsion ك F
+
+149
+00:15:16,320 --> 00:15:25,240
+وTorsion لما نمشي في اتجاه ال Z Axis من C ل D ال F
+
+150
+00:15:25,240 --> 00:15:31,160
+بتعمل برضه Bending يعني Bending حوالين ال X Axis
+
+151
+00:15:31,160 --> 00:15:36,460
+السطح اللي علوه إيش بيكون فيه tension يعني لو طلعت
+
+152
+00:15:37,500 --> 00:15:51,500
+عمودي على ال z axis و هاي المقطع هكون
+
+153
+00:15:51,500 --> 00:15:59,280
+دي هاي ال x axis و
+
+154
+00:15:59,280 --> 00:16:00,340
+هاي ال y axis
+
+155
+00:16:16,840 --> 00:16:22,740
+عمودي ع ال z بطلع عمودي ع ال z بطلع من الجانب من
+
+156
+00:16:22,740 --> 00:16:28,720
+جهة الشمال فبشوف ال section فهجزه بيكون جزء العلوي
+
+157
+00:16:44,940 --> 00:17:06,240
+البنت جيه stress هيك هو انا هي
+
+158
+00:17:06,240 --> 00:17:11,420
+عندي tension اللي
+
+159
+00:17:11,420 --> 00:17:12,460
+هو سجنها
+
+160
+00:17:15,180 --> 00:17:20,240
+هتكون sigma z صح لان
+
+161
+00:17:20,240 --> 00:17:25,380
+عمودي عصقتها هتكون sigma z بتجاه z axis sigma z
+
+162
+00:17:25,380 --> 00:17:34,000
+هتكون sigma z عندى
+
+163
+00:17:34,000 --> 00:17:37,220
+بالساوية
+
+164
+00:17:37,220 --> 00:17:42,440
+اللي هو نعم
+
+165
+00:17:47,120 --> 00:17:52,320
+لأ انت ال F انتقلت NC ع شكل F وتورجين ركز على ال
+
+166
+00:17:52,320 --> 00:17:55,280
+bending ال bending بت .. بت .. يعني تخيلوا ان هي
+
+167
+00:17:55,280 --> 00:18:05,040
+مثبت من الطرف بيه مثبت طيب ال segment هتكون M طبعا
+
+168
+00:18:05,040 --> 00:18:13,100
+هذه واحد و ربع انش صح؟ يعني هذه نصها هيكون واحد
+
+169
+00:18:13,100 --> 00:18:20,800
+على اتين نصزي ال tone يعني point 625
+
+170
+00:18:20,800 --> 00:18:25,760
+inch هتكون
+
+171
+00:18:25,760 --> 00:18:30,220
+سجن Z بالساوية
+
+172
+00:18:30,220 --> 00:18:41,740
+M نروح لل diagram بالساوية M واحد في
+
+173
+00:18:41,740 --> 00:18:42,600
+ال C على I
+
+174
+00:18:45,980 --> 00:19:00,840
+الـ I عنده باسم واحد على اتناش في ربع في
+
+175
+00:19:00,840 --> 00:19:04,820
+actually واحد وربع تكيب
+
+176
+00:19:10,350 --> 00:19:19,250
+و ال C يعني دي اللي هي point 6 2 5 inch يعني هتكون
+
+177
+00:19:19,250 --> 00:19:25,790
+ال M1 اللي هي 1200 في
+
+178
+00:19:25,790 --> 00:19:31,610
+ال C point 6 2 5 على I حسيتولي I
+
+179
+00:19:40,220 --> 00:19:53,960
+واحد يحسبله ايه تضالعوش وبعض بنت
+
+180
+00:19:53,960 --> 00:20:01,680
+اه اربع بنت اه اربع سفر اربع حطلي كمان سفر سبعة
+
+181
+00:20:01,680 --> 00:20:05,960
+سفر ست
+
+182
+00:20:05,960 --> 00:20:12,270
+ولا سبعة ست ولا تسعة يعني سبعة يعنيinch أس اربع
+
+183
+00:20:12,270 --> 00:20:17,530
+على point zero
+
+184
+00:20:17,530 --> 00:20:31,730
+اربع سفر سبعة ايه كم بيطلع الرقم تمنتاشر
+
+185
+00:20:31,730 --> 00:20:31,890
+الف
+
+186
+00:20:44,650 --> 00:20:51,930
+18.432 كل باون per square inch هذا ال sigma z و في
+
+187
+00:20:51,930 --> 00:20:56,890
+عندي torsion هذا المقطع مستطيل احنا حكينا على ال
+
+188
+00:20:56,890 --> 00:21:06,890
+corners هكون بالساعة و صفر صفر و هنا ايش zero
+
+189
+00:21:06,890 --> 00:21:11,650
+shear stress due to torsion ال
+
+190
+00:21:11,650 --> 00:21:12,430
+torsion
+
+191
+00:21:20,680 --> 00:21:27,600
+بحاول يعمل torsion بالشكل هذا يعني فيه torque اللي
+
+192
+00:21:27,600 --> 00:21:38,020
+هي T1 صح؟ حوالي المركز ده T1 هيكون maximum في
+
+193
+00:21:38,020 --> 00:21:47,840
+المنطقة هذه هيكون ايش هنا ال tau لإن
+
+194
+00:21:47,840 --> 00:21:48,940
+المقطع مستطيل
+
+195
+00:21:51,690 --> 00:21:58,610
+هيقطب العلاقة توما اكسوان طبعا ال due to share
+
+196
+00:21:58,610 --> 00:22:01,670
+هتكون
+
+197
+00:22:01,670 --> 00:22:19,310
+T T واحد على الف ب C تربيع C
+
+198
+00:22:19,310 --> 00:22:25,770
+كبيرة تربيعال .. ال
+
+199
+00:22:25,770 --> 00:22:33,110
+.. انا عند بي على سي ايش تساوي واحد
+
+200
+00:22:33,110 --> 00:22:41,370
+وربع على ربع خمسة
+
+201
+00:22:41,370 --> 00:22:49,450
+لأن في الجدول فيه عندى ال alphaبين الاربعة والستة
+
+202
+00:22:49,450 --> 00:22:53,270
+والخمسة و الف و النص يعني هتكون القيمة مبسطة يعني
+
+203
+00:22:53,270 --> 00:22:59,730
+هتكون point اتنين تمانية تمانية ال alpha هتكون
+
+204
+00:22:59,730 --> 00:23:06,870
+point اتنين تمانية اتنين
+
+205
+00:23:06,870 --> 00:23:17,370
+زي point اتنين تسعة تسعة على اتنين اكتر تطلع
+
+206
+00:23:25,180 --> 00:23:28,600
+بوينت اتنين تسعة سفر خمسة بوينت اتنين تسعة سفر
+
+207
+00:23:28,600 --> 00:23:33,240
+خمسة بوينت اتنين تسعة
+
+208
+00:23:33,240 --> 00:23:36,600
+سفر خمسة بوينت اتنين تسعة سفر خمسة بوينت اتنين
+
+209
+00:23:36,600 --> 00:23:38,860
+تسعة سفر خمسة بوينت اتنين تسعة سفر خمسة بوينت
+
+210
+00:23:38,860 --> 00:23:40,740
+اتنين تسعة سفر خمسة بوينت اتنين تسعة سفر خمسة
+
+211
+00:23:40,740 --> 00:23:40,740
+بوينت اتنين تسعة سفر خمسة بوينت اتنين تسعة سفر
+
+212
+00:23:40,740 --> 00:23:42,440
+خمسة بوينت اتنين تسعة سفر خمسة بوينت اتنين تسعة
+
+213
+00:23:42,440 --> 00:23:48,460
+سفر خمسة بوينت
+
+214
+00:23:48,460 --> 00:23:59,990
+اتنيناللي هي point اتنين تسعة سفر خمسة في B واحد
+
+215
+00:23:59,990 --> 00:24:07,230
+وربع في ال C .. C مش النص يعني ال C كله كامل اللي
+
+216
+00:24:07,230 --> 00:24:10,670
+هي ال C اللي هيش ربع يعني في الحالة ده ال C إيش
+
+217
+00:24:10,670 --> 00:24:12,310
+بيساوي في ربع
+
+218
+00:24:18,890 --> 00:24:37,650
+هذا ركتان بي في سي وهذا بي وهذا سي ربع تربيع تسعت
+
+219
+00:24:37,650 --> 00:24:40,910
+عشر الف
+
+220
+00:24:48,690 --> 00:24:56,090
+كل باوند per square inch معناه
+
+221
+00:24:56,090 --> 00:25:01,010
+ان في independent stress على ال bar BCA بيكون
+
+222
+00:25:01,010 --> 00:25:10,310
+maximum على المحيط وفي shear stress بيكون zero على
+
+223
+00:25:10,310 --> 00:25:10,830
+ال corners
+
+224
+00:25:13,620 --> 00:25:16,960
+و maximum هنا و فيه هنا قيمة برضه يعني هيكون ب 3D
+
+225
+00:25:16,960 --> 00:25:25,240
+هيكون اش زي هيك يكون maximum في النص و هنا بيكون
+
+226
+00:25:25,240 --> 00:25:30,800
+اش زي هيك و في surface بينهم يعني هتعمل .. يمكن
+
+227
+00:25:30,800 --> 00:25:34,620
+تعملها على الصلد تعمل curve من zero ل zero و هنا
+
+228
+00:25:34,620 --> 00:25:45,800
+maximum و جاي و هنا بس أقل هيكون و هناو هين جاي زي
+
+229
+00:25:45,800 --> 00:25:50,200
+هيك طبعا عندك high curve اتنين تلاتة اربعة يعني
+
+230
+00:25:50,200 --> 00:25:55,880
+اتطلع من الجنب ال curve هيكون
+
+231
+00:25:55,880 --> 00:26:00,800
+هذا
+
+232
+00:26:00,800 --> 00:26:07,080
+الشي ال stress هيكونش
+
+233
+00:26:07,080 --> 00:26:10,860
+زي هيك و من هنا
+
+234
+00:26:17,270 --> 00:26:25,610
+و هكون برضه ايش واضح
+
+235
+00:26:25,610 --> 00:26:31,170
+يعني انا عند ال corner عند ال corners زيرو عند ال
+
+236
+00:26:31,170 --> 00:26:39,690
+corners زيرو و في two maximums maximum واحد و
+
+237
+00:26:39,690 --> 00:26:43,750
+maximum اتنين ال maximum واحد اللي هي هذه ال
+
+238
+00:26:43,750 --> 00:26:48,700
+maximum واحد اكبر من ال maximumاتنين المعادلة
+
+239
+00:26:48,700 --> 00:26:53,440
+المعطلانة بتحسب ال maximum واحد ال maximum واحد ال
+
+240
+00:26:53,440 --> 00:27:09,700
+end نقطة هذه لان
+
+241
+00:27:09,700 --> 00:27:16,530
+المطلوب تالتlocate a stress element on top surface
+
+242
+00:27:16,530 --> 00:27:22,010
+of the shaft at A and calculate all stress
+
+243
+00:27:22,010 --> 00:27:28,770
+components upon this element stress element خلنا
+
+244
+00:27:28,770 --> 00:27:32,830
+نرجع نطلع عند A
+
+245
+00:27:48,290 --> 00:27:53,410
+بدي اخد section عند a هاخد
+
+246
+00:27:53,410 --> 00:28:02,590
+section عند a واطلع
+
+247
+00:28:02,590 --> 00:28:11,950
+عمودي على ال x على ال x axis يعني هكون شاف ال y و
+
+248
+00:28:11,950 --> 00:28:17,150
+شاف ال z على هذا الاتجاه شاف ال y و ال z
+
+249
+00:28:25,910 --> 00:28:37,350
+ال Y و ال Z لأن
+
+250
+00:28:37,350 --> 00:28:44,810
+ال force F بتعمل torsion عند A و بتعمل bending
+
+251
+00:28:44,810 --> 00:28:49,810
+بتعمل إيه؟ bending لأن ال bending السطح اللي له
+
+252
+00:28:49,810 --> 00:28:51,190
+هيكون under إيه؟ tension
+
+253
+00:29:35,690 --> 00:29:40,930
+طيب هتكون بتجاه ال x axis هتكون sigma x حوالي من
+
+254
+00:29:40,930 --> 00:29:46,710
+ال bending حوالي ال z axis معناه تحول ال sheet
+
+255
+00:29:46,710 --> 00:29:58,190
+بتجاه ال x axis هتكون sigma x طبعا
+
+256
+00:29:58,190 --> 00:29:59,110
+المقطع هذا مضور
+
+257
+00:30:04,300 --> 00:30:10,300
+هتكون M في C على I الـ C دي القطر على اتنين والـ I
+
+258
+00:30:10,300 --> 00:30:12,880
+واحدة عارف وستين باي دي تكييب يعني هتكون اتنين و
+
+259
+00:30:12,880 --> 00:30:18,400
+تلاتين M
+
+260
+00:30:18,400 --> 00:30:22,820
+A على
+
+261
+00:30:22,820 --> 00:30:29,920
+باي دي تكييب يعني
+
+262
+00:30:29,920 --> 00:30:38,710
+هتكون اتنين و تلاتينم ايه اللي هي الف و خمسمية على
+
+263
+00:30:38,710 --> 00:30:50,930
+باي ال DM دي اكم تلت تربعة اكم
+
+264
+00:30:50,930 --> 00:30:55,830
+تطلع ست
+
+265
+00:30:55,830 --> 00:30:56,410
+تلتين الف
+
+266
+00:31:13,350 --> 00:31:20,410
+طيب هذه sigma x انا
+
+267
+00:31:20,410 --> 00:31:29,130
+باخد هنا في النقطة هذه طيب
+
+268
+00:31:29,130 --> 00:31:30,130
+و في تورجين
+
+269
+00:31:33,360 --> 00:31:37,560
+اللي هو قيمته اللي يعطي ايه اللي هي الف و متين فيه
+
+270
+00:31:37,560 --> 00:31:43,040
+تورجين فيه تورجين عليها
+
+271
+00:31:43,040 --> 00:31:51,760
+و
+
+272
+00:31:51,760 --> 00:31:52,920
+هيكون برضه تورجين
+
+273
+00:32:16,170 --> 00:32:24,110
+الترجم هكون تاو اكس زد لان انا شغال في المستوى
+
+274
+00:32:24,110 --> 00:32:28,150
+العمود على ال X اكسب و هكون الترجم باتجاه ال Z
+
+275
+00:32:28,150 --> 00:32:37,650
+هكون تاو اكس زد هذا هذا sigma X وهذا هتكون تاو اكس
+
+276
+00:32:37,650 --> 00:32:45,250
+زد تاو اكس زد هتكون اللي هي TA
+
+277
+00:32:48,870 --> 00:32:56,770
+فى R على J لما نتعود عن R فى D على 2 و G باى على
+
+278
+00:32:56,770 --> 00:33:10,450
+32 دى أقصى أربعة هسيط ستاش TA على باى دى تكريب
+
+279
+00:33:10,450 --> 00:33:17,390
+يعني هتكون ستاش فى TA اللى هى الف و متين
+
+280
+00:33:20,600 --> 00:33:33,820
+على buy في bond سبعة خمسة تكيب اربعتاشر
+
+281
+00:33:33,820 --> 00:33:38,700
+الف كيلو
+
+282
+00:33:38,700 --> 00:33:47,360
+pound per square inch وال
+
+283
+00:33:47,360 --> 00:33:49,800
+F بتعمل trans vs shear stress
+
+284
+00:33:53,690 --> 00:33:59,890
+لترانزس شيري سترس بيكون maximum في النص و zero هنا
+
+285
+00:33:59,890 --> 00:34:05,270
+مانتفش هنا يعني ترانزس شيري سترس لذا انا برسم
+
+286
+00:34:05,270 --> 00:34:10,990
+element برسم
+
+287
+00:34:10,990 --> 00:34:18,070
+stress element خليني
+
+288
+00:34:18,070 --> 00:34:22,170
+ارسم stress element اوش ارسم 3D
+
+289
+00:34:37,720 --> 00:34:42,820
+خلّيني أحكي هذا هو ال X مثلا وهي
+
+290
+00:34:42,820 --> 00:34:46,080
+X
+
+291
+00:34:46,080 --> 00:34:52,440
+وهي
+
+292
+00:34:52,440 --> 00:35:02,040
+Y ال moment عند A
+
+293
+00:35:02,040 --> 00:35:06,320
+شمالها ستة و نص صحيح
+
+294
+00:35:10,980 --> 00:35:16,560
+ستة و نص ستة
+
+295
+00:35:16,560 --> 00:35:25,920
+و نص في الف تسعمائة و خمسين الف
+
+296
+00:35:25,920 --> 00:35:34,460
+تسعمائة و خمسين معناته هي هيتغير عنده الأرقام الف
+
+297
+00:35:34,460 --> 00:35:39,880
+تسعمائة و خمسينالرقم الأول انا اقسمه على الف و
+
+298
+00:35:39,880 --> 00:35:46,860
+خمسمية ضروف و الف و تسعة و خمسين سبعة
+
+299
+00:35:46,860 --> 00:35:54,520
+و اربعين ألف point او تمانية واحد لان انا عندي
+
+300
+00:35:54,520 --> 00:35:56,060
+سيجما اتجاه ال X
+
+301
+00:36:07,860 --> 00:36:20,400
+الحكاية احنا كده هذا x y و هذا عشان هكون z و
+
+302
+00:36:20,400 --> 00:36:29,200
+tau السطح هذا tau x z يعني هكون زي هيك
+
+303
+00:36:32,350 --> 00:36:37,210
+أنا جاي في المستوى ال number بتاعه هو ال x axis و
+
+304
+00:36:37,210 --> 00:36:45,830
+بتجاه ال z يعني هتطلع من ال top view هشوف ال xz ال
+
+305
+00:36:45,830 --> 00:36:50,050
+xz من
+
+306
+00:36:50,050 --> 00:36:51,730
+ال top view هيكون عندى sigma x
+
+307
+00:37:09,690 --> 00:37:19,670
+أي تاو اكس زد هاد ال stress element عند a بده ال
+
+308
+00:37:19,670 --> 00:37:24,890
+maximum shear stress هعمل ايه ده
+
+309
+00:37:24,890 --> 00:37:25,750
+عمل more circle
+
+310
+00:37:47,730 --> 00:37:53,110
+الـ tau max هي ماعرفش هتكون الساوية
+
+311
+00:37:53,110 --> 00:38:06,230
+جزر التربيعية هتساوي جزر التربيعية ل
+
+312
+00:38:06,230 --> 00:38:15,330
+sigma x على 2 لكل تربيع زي tau xz تربيع يعني هتكون
+
+313
+00:38:15,330 --> 00:38:16,530
+تساوي جزر التربيعية
+
+314
+00:38:20,820 --> 00:38:25,540
+47.08 1
+
+315
+00:38:25,540 --> 00:38:33,020
+على 2 لكل تربيع زائد تاو اكزد اربتاشر الف اربتاش
+
+316
+00:38:33,020 --> 00:38:42,340
+point تمانية ستة تربيع هذا عند A
+
+317
+00:38:49,780 --> 00:38:57,120
+ع كام؟ سبعة
+
+318
+00:38:57,120 --> 00:39:13,260
+و عشرين point ستة طيب
+
+319
+00:39:13,260 --> 00:39:16,620
+ال principle اسم السيجما واحد و السيجما اتنين و
+
+320
+00:39:16,620 --> 00:39:20,370
+السيجما اتلاتاش و ساوي بدك تحسب ال centerالسينتر
+
+321
+00:39:20,370 --> 00:39:24,670
+اللي هو عبارة عن ايش هكون سيجما اكس على اتنين في
+
+322
+00:39:24,670 --> 00:39:33,190
+الحالة دي صح اللي هو هيكون سبعة واربعين one zero
+
+323
+00:39:33,190 --> 00:39:41,130
+تمانية واحد على اتنين يعني هيكون تلاتة وعشرين خمسة
+
+324
+00:39:41,130 --> 00:39:46,270
+اربعة سفر كيلو pound square inch
+
+325
+00:39:50,730 --> 00:39:56,810
+معناته ال sigma واحد هيكون ال C زائد HR مهو هذا R
+
+326
+00:39:56,810 --> 00:40:04,570
+صح؟ مظبوط؟ اه مظبوط يعني هيكون سبعة و عشرين bond
+
+327
+00:40:04,570 --> 00:40:12,210
+ستة هذه واحدة فاكرها سفر تسعة زائد تلاتة و عشرين
+
+328
+00:40:12,210 --> 00:40:18,350
+bond خمسة اربع واحد كم؟ واحد و خمسين
+
+329
+00:40:25,930 --> 00:40:31,150
+و ال sigma دي
+
+330
+00:40:31,150 --> 00:40:38,170
+أسميها تلاتة عشان طلعت من ال negative هتكون C ناقص
+
+331
+00:40:38,170 --> 00:40:46,130
+A اللي هي تلاتة و عشرين point خمس أربعة واحد ناقص
+
+332
+00:40:46,130 --> 00:40:52,900
+سبعة و عشرين point ستة سفر تسعةو السيجما اتنين شو
+
+333
+00:40:52,900 --> 00:41:00,260
+يساوي سيجما اتنين سفر لما ترتب حيث تكون سيجما واحد
+
+334
+00:41:00,260 --> 00:41:05,940
+اكبر من سيجما اتنين اكبر من سيجما تلاتة هكذا تطلع
+
+335
+00:41:05,940 --> 00:41:13,180
+سالب كيلو
+
+336
+00:41:13,180 --> 00:41:15,700
+pound per square inch
+
+337
+00:41:24,670 --> 00:41:31,190
+في اي سؤال؟ في ال
+
+338
+00:41:31,190 --> 00:41:37,670
+center فاش عندك .. فاش عندك يعني لا torsion ولا
+
+339
+00:41:37,670 --> 00:41:42,250
+bending وفيه transverse بس ال transverse متوقع
+
+340
+00:41:42,250 --> 00:41:48,150
+يكون متوقع
+
+341
+00:41:48,150 --> 00:41:51,210
+يكون اقل بكتير يعني تحس ال transverse في ال .. في
+
+342
+00:41:51,210 --> 00:41:53,490
+النص في حالة درجة ساوية
+
+343
+00:41:59,180 --> 00:42:02,180
+التاو هو اربعة على تلاتة D على ايه اللي هو ال
+
+344
+00:42:02,180 --> 00:42:06,460
+transverse التاو ال transverse shear stress هيكون
+
+345
+00:42:06,460 --> 00:42:13,120
+اربعة على تلاتة اربعة D على تلاتة ايه هيكون اربعة
+
+346
+00:42:13,120 --> 00:42:22,040
+في تلاتمية على تلاتة في باية على اربعة في تلت
+
+347
+00:42:22,040 --> 00:42:25,540
+تربيع بون سبعة خمسة تربيع
+
+348
+00:42:28,390 --> 00:42:33,130
+تسعة مية و خمس يعني
+
+349
+00:42:33,130 --> 00:42:40,670
+point تسعة زيرو خمسة kilo pound per square inch
+
+350
+00:42:40,670 --> 00:42:44,510
+هذا يعتبر ال shaft long و احنا قلنا في جزران حلل
+
+351
+00:42:44,510 --> 00:42:50,010
+نهر مايكون يعني اولش في المصر مصر مش building ولا
+
+352
+00:42:50,010 --> 00:42:52,130
+في تواجن رقم واحد رقم اتنين
+
+353
+00:42:55,160 --> 00:42:59,520
+small بالمقارنة مع ال .. مع ال bending ال bending
+
+354
+00:42:59,520 --> 00:43:04,180
+اللي هو ايش؟ سبعة و أربعين سبعة و أربعين تقريبا ..
+
+355
+00:43:04,180 --> 00:43:08,360
+يعني تبعين و أربعين دقيقة او خمسين دقيقة تقريبا
+
+356
+00:43:08,360 --> 00:43:13,160
+تطلع فعشان
+
+357
+00:43:13,160 --> 00:43:15,900
+هيك تاخد عند .. الشيافة تاخد عند المحيط عند
+
+358
+00:43:15,900 --> 00:43:20,610
+الأطراف لإن بيكون عندك أي شيافة على الأغلبتقريبا
+
+359
+00:43:20,610 --> 00:43:25,850
+دائما اي شاط بيكون متعرض ل torsion و bending و
+
+360
+00:43:25,850 --> 00:43:29,490
+واضح ان بيكون bending في مستويانه بس اكيد في
+
+361
+00:43:29,490 --> 00:43:33,150
+torsion اي شاط لان من كل torque اللي اخر هو بيكون
+
+362
+00:43:33,150 --> 00:43:37,290
+عندي torsion و bending و على ال .. نحكي السطح
+
+363
+00:43:37,290 --> 00:43:40,350
+الخارجي اذا كان مدور ال shear .. ال trans shear
+
+364
+00:43:40,350 --> 00:43:43,270
+stress بيكون صفر بس في حد ال circle
+
+365
+00:43:46,880 --> 00:43:52,200
+ماشي حتى لو كان المقطع مربع
+
+366
+00:43:52,200 --> 00:44:06,040
+لو كان المقطع مربع المقطع
+
+367
+00:44:06,040 --> 00:44:09,800
+مربع هكون
+
+368
+00:44:09,800 --> 00:44:15,820
+عندى هنا maximum و هنا maximum هنا maximum
+
+369
+00:44:17,850 --> 00:44:26,030
+ماشي يعني هكون 3D و
+
+370
+00:44:26,030 --> 00:44:33,550
+هنا Zero لان
+
+371
+00:44:33,550 --> 00:44:37,970
+هذا ال torsion بيكون maximum مش ال transverse ال
+
+372
+00:44:37,970 --> 00:44:44,770
+transverse دايما مش بيكون صفر على كل الأسطر بس ال
+
+373
+00:44:44,770 --> 00:44:46,530
+torsion بيكون maximum في النص و maximum في النص و
+
+374
+00:44:46,530 --> 00:44:55,360
+maximum في النصوكأنه وكأنه عندك دائرة زي
+
+375
+00:44:55,360 --> 00:45:01,920
+هيك فبكل
+
+376
+00:45:01,920 --> 00:45:05,960
+حوالي حتى لو كان مربع ال transfer شرسيس على الأسطح
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8.srt
new file mode 100644
index 0000000000000000000000000000000000000000..565fe27dab8c977a79213a4a35cdb6a2df0bb7d5
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8.srt
@@ -0,0 +1,1554 @@
+1
+00:00:05,200 --> 00:00:07,920
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,920 --> 00:00:15,000
+وبركاته هنكمل في مادة تصميم الآلات واحد المحاضرة
+
+3
+00:00:15,000 --> 00:00:19,660
+الفاةرة حكينا عن Mohr circle اليوم هنشوف كيف نطبق
+
+4
+00:00:19,660 --> 00:00:25,500
+Mohr circle من خلال مثال عملي هنشوف
+
+5
+00:00:25,500 --> 00:00:32,420
+المثال a stressed element has sigma x equal eighty
+
+6
+00:00:32,420 --> 00:00:38,500
+mega Pascal، تاو اكس واي فيفتي ميجا باسكال clockwise
+
+7
+00:00:38,500 --> 00:00:46,000
+using Mohr circle find principal stresses and
+
+8
+00:00:46,000 --> 00:00:48,800
+directions and show on a stress element correctly
+
+9
+00:00:48,800 --> 00:00:53,300
+aligned with x y coordinates يعني نحسب سيجما واحد
+
+10
+00:00:53,300 --> 00:01:01,260
+و سيجما اتنين و تاو ماكس و نورجيهم على element أو
+
+11
+00:01:01,260 --> 00:01:02,420
+على المستوى الصح
+
+12
+00:01:05,980 --> 00:01:10,040
+الآن أنا عندي نقطتين لـ Mohr circle عندي sigma X
+
+13
+00:01:10,040 --> 00:01:13,540
+اللي 
+
+14
+00:01:13,540 --> 00:01:14,220
+هي التمانين
+
+15
+00:01:34,430 --> 00:01:43,950
+وحكى إن هذه تمانين هو مئة هذا
+
+16
+00:01:43,950 --> 00:01:48,530
+هتكون خمسين هذه
+
+17
+00:01:48,530 --> 00:01:49,050
+ صفر
+
+18
+00:02:14,960 --> 00:02:25,960
+يعني هذه عشرة عشرين ثلاثين أربعين ستين سبعين
+
+19
+00:02:25,960 --> 00:02:36,100
+ثمانين تسعين هذا محور ال sigma ال
+
+20
+00:02:36,100 --> 00:02:40,020
+ tau هذه
+
+21
+00:02:40,020 --> 00:02:43,720
+عشرة عشرين
+
+22
+00:02:59,630 --> 00:03:07,390
+بالـ minus ناقص
+
+23
+00:03:07,390 --> 00:03:07,850
+عشرة
+
+24
+00:03:34,550 --> 00:03:41,150
+أول نقطة عنها إيش هي؟ طبعا هنا تاو counter
+
+25
+00:03:41,150 --> 00:03:50,510
+clockwise وهنا تاو clockwise أول نقطة عنها ثمانين
+
+26
+00:03:50,510 --> 00:03:57,550
+سيجما اكس يساوي ثمانين وخمسين clockwise صح؟ هاي 
+
+27
+00:03:57,550 --> 00:04:00,590
+ثمانين clockwise هكون الأعلى هطلع
+
+28
+00:04:12,790 --> 00:04:14,570
+هذه النقطة تقريبا تقريبا تقريبا تقريبا تقريبا
+
+29
+00:04:14,570 --> 00:04:22,990
+تقريبا
+
+30
+00:04:22,990 --> 00:04:26,070
+تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا
+
+31
+00:04:26,070 --> 00:04:26,210
+تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا
+
+32
+00:04:26,210 --> 00:04:27,890
+تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا تقريبا
+
+33
+00:04:27,890 --> 00:04:33,090
+تقريبا تقريبا تقريبا
+
+34
+00:04:49,520 --> 00:04:50,720
+المرسوم دي عليه
+
+35
+00:05:23,310 --> 00:05:28,690
+هذه إيش؟ Mohr circle النقطة
+
+36
+00:05:28,690 --> 00:05:35,570
+هذه إيش تمثل الـ center  قيمة الـ center أربعين
+
+37
+00:05:35,570 --> 00:05:39,190
+اللي هي إيش في الأساس؟ اللي هي الـ center اللي هي 
+
+38
+00:05:39,190 --> 00:05:47,770
+سيجما اكس زائد سيجما واي على 2 هتطلع أربعين ميجا
+
+39
+00:05:47,770 --> 00:05:49,830
+باسكال
+
+40
+00:05:51,450 --> 00:05:58,170
+الـ radius هذا الـ radius صح؟ ال
+
+41
+00:05:58,170 --> 00:06:11,890
+radius شو يساوي ليه؟
+
+42
+00:06:11,890 --> 00:06:16,970
+هتكون عندنا تحت الجذر سيجما اكس
+
+43
+00:06:23,150 --> 00:06:33,230
+ ناقص سيجما واي الكل تربيع زائد تاو اكس واي
+
+44
+00:06:33,230 --> 00:06:44,190
+تربيع تحت الجذر صح؟ هتساوي جذر التربيع ايه لـ 80 ناقص
+
+45
+00:06:44,190 --> 00:06:50,330
+0 على 2 الكل تربيع زائد 
+
+46
+00:06:50,330 --> 00:06:52,390
+50 تربيع
+
+47
+00:06:57,500 --> 00:07:04,480
+أربعة وستين point صفر ميجا
+
+48
+00:07:04,480 --> 00:07:11,900
+باسكال هذا
+
+49
+00:07:11,900 --> 00:07:23,500
+الـ radius صح؟ الآن سيجما 1 هو نفسه الـ C
+
+50
+00:07:23,500 --> 00:07:25,400
+زائد الـ radius صح
+
+51
+00:07:30,390 --> 00:07:37,310
+اللي هي أربعين زائد أربعة وستين point صفر  ثلاثة مئة 
+
+52
+00:07:37,310 --> 00:07:48,570
+وأربعة point صفر ثلاثة ميجا باسكال سيجما
+
+53
+00:07:48,570 --> 00:07:53,950
+اتنين  C
+
+54
+00:07:53,950 --> 00:07:54,610
+ناقص R
+
+55
+00:07:57,480 --> 00:08:02,940
+يعني هتطلع أربعين ناقص أربعة وستين ناقص أربعة و
+
+56
+00:08:02,940 --> 00:08:14,140
+عشرين طيب
+
+57
+00:08:14,140 --> 00:08:17,760
+وين
+
+58
+00:08:17,760 --> 00:08:21,900
+الـ X axis عندي على
+
+59
+00:08:21,900 --> 00:08:28,270
+الرسمة عند هذه النقطة صح؟ يعني خلي أمسك على دي هي
+
+60
+00:08:28,270 --> 00:08:35,090
+الـ X axis وين
+
+61
+00:08:35,090 --> 00:08:45,290
+الـ Y axis؟ على الجهة الثانية معناته
+
+62
+00:08:45,290 --> 00:08:53,710
+من الـ X axis حلف الزاوية هذه بتمثل هذه الزاوية to
+
+63
+00:08:53,710 --> 00:08:56,010
+five principle صح؟
+
+64
+00:09:01,450 --> 00:09:09,130
+هتكون 25
+
+65
+00:09:09,130 --> 00:09:17,810
+five principle سواء هذا الطول اللي هو خمسين
+
+66
+00:09:17,810 --> 00:09:21,130
+على
+
+67
+00:09:21,130 --> 00:09:26,730
+هذا الطول اللي هو ياش أربعين أكمل تطلع؟
+
+68
+00:09:38,020 --> 00:09:42,920
+واحد وخمسين 2 2 2 2 2 2
+
+69
+00:09:42,920 --> 00:09:42,980
+2 2 2 2 2 2 2 2
+
+70
+00:09:42,980 --> 00:09:44,800
+2 2 2 2 2 2 2 2
+
+71
+00:09:44,800 --> 00:09:44,860
+2 2 2 2 2 2 2 2
+
+72
+00:09:44,860 --> 00:09:45,320
+2 2 2 2 2 2 2 2
+
+73
+00:09:45,320 --> 00:09:49,180
+2 2
+
+74
+00:09:49,180 --> 00:09:53,520
+2 2
+
+75
+00:09:53,520 --> 00:09:56,060
+2 2 2 2 2 2 2 2
+
+76
+00:09:56,060 --> 00:10:06,400
+2 2 2 2 
+
+77
+00:10:07,090 --> 00:10:13,570
+هتكون الزاوية هذه على 25.6
+
+78
+00:10:13,570 --> 00:10:18,090
+7 ولا 6.7 
+
+79
+00:10:18,090 --> 00:10:24,170
+six seven degrees الآن 
+
+80
+00:10:24,170 --> 00:10:28,250
+إذا برسم الـ stress element هنحكي هي الـ stress
+
+81
+00:10:28,250 --> 00:10:31,070
+element بتاعنا الأصلي
+
+82
+00:10:37,420 --> 00:10:45,920
+وهاي الـ X axis وهاي الـ Y axis
+
+83
+00:10:45,920 --> 00:10:52,820
+أنا
+
+84
+00:10:52,820 --> 00:10:59,660
+هلف عشان أصل الـ principle بلف clockwise زاوية كم؟
+
+85
+00:10:59,660 --> 00:11:02,620
+25 يعني هلف زاوية 25.67
+
+86
+00:11:11,340 --> 00:11:18,320
+زاوية خمسة وعشرين point
+
+87
+00:11:18,320 --> 00:11:31,760
+ستة سبعة برسم stress element هتكون 
+
+88
+00:11:31,760 --> 00:11:39,440
+عند سيجما واحد اللي 
+
+89
+00:11:39,440 --> 00:11:40,020
+هي قيمتها
+
+90
+00:11:43,600 --> 00:11:49,620
+مئة وأربعة point صفر ثلاثة مئة وأربعة
+
+91
+00:11:49,620 --> 00:11:53,240
+مئة
+
+92
+00:11:53,240 --> 00:12:06,440
+ميجا باسكال وفي عندي ال sigma اتنين سيجما
+
+93
+00:12:06,440 --> 00:12:09,400
+اتنين كم؟
+
+94
+00:12:11,460 --> 00:12:27,800
+السالب أربعة وعشرين point صفر ثلاثة ميجا باسكال طب
+
+95
+00:12:27,800 --> 00:12:34,580
+الـ principal stress من
+
+96
+00:12:34,580 --> 00:12:35,720
+الـ principal direction
+
+97
+00:12:40,060 --> 00:12:49,040
+بالنسبة للـ shear stress بيكون plus or minus خمسة 
+
+98
+00:12:49,040 --> 00:12:55,860
+وأربعين يالا
+
+99
+00:12:55,860 --> 00:13:00,320
+روحت من هنا خمسة وأربعين كمان أو خلينا نحكي هي
+
+100
+00:13:00,320 --> 00:13:05,820
+سيجما 1 سيجما 1
+
+101
+00:13:08,770 --> 00:13:11,690
+counter clockwise سيجما 1 counter clockwise
+
+102
+00:13:11,690 --> 00:13:15,970
+سأذهب معناته سالب خمسة وأربعين سأذهب سالب خمسة
+
+103
+00:13:15,970 --> 00:13:22,490
+وأربعين أو خليني أحكي هذه هتكون أو هذه تاو تاو
+
+104
+00:13:22,490 --> 00:13:32,050
+maximum clockwise هذه clockwise وهذه إيش اللي هنا
+
+105
+00:13:32,050 --> 00:13:34,130
+counter clockwise
+
+106
+00:13:39,210 --> 00:13:45,710
+ماشي يعني هروح زاوية خمسة وأربعين روحت 
+
+107
+00:13:45,710 --> 00:13:49,370
+خمسة وأربعين plus or minus خمسة وأربعين خمسة
+
+108
+00:13:49,370 --> 00:13:53,850
+وأربعين ناقص خمسة وعشرين كم؟ عشرين يعني تسعة عشر
+
+109
+00:13:53,850 --> 00:13:59,710
+point ثلاثة ثلاثة الزاوية هي دي هتكون تسعة عشر
+
+110
+00:13:59,710 --> 00:14:03,690
+point
+
+111
+00:14:03,690 --> 00:14:06,990
+ثلاثة ثلاثة degrees وأعمل 
+
+112
+00:14:11,420 --> 00:14:16,740
+element اللي هو الـ maximum shear stress في عندي
+
+113
+00:14:16,740 --> 00:14:20,280
+سيجما
+
+114
+00:14:20,280 --> 00:14:27,620
+أربعين واحدة clockwise يعني عندي اثنتين tension ال
+
+115
+00:14:27,620 --> 00:14:33,680
+عند النقطة هذه لأ
+
+116
+00:14:33,680 --> 00:14:41,470
+مش عندي النقطة هذه لأ لأ عندها صحيح هتكون عندي الـ
+
+117
+00:14:41,470 --> 00:14:46,370
+tau max اللي احنا حاولنا تساوي الـ 
+
+118
+00:14:46,370 --> 00:14:55,850
+radius صح اللي هو أربعة وستين point صفر ثلاثة
+
+119
+00:14:55,850 --> 00:15:03,610
+هيكون
+
+120
+00:15:03,610 --> 00:15:04,030
+عندي
+
+121
+00:15:18,320 --> 00:15:27,940
+normal stress 40 40 في
+
+122
+00:15:27,940 --> 00:15:37,600
+واحد بيكون بعكس عقارب الساعة واحد
+
+123
+00:15:37,600 --> 00:15:40,800
+باتجاه عقارب الساعة
+
+124
+00:15:47,330 --> 00:15:51,770
+طبعا احنا الاصل نرتب الـ shear stresses مازال في
+
+125
+00:15:51,770 --> 00:15:54,850
+واحد negative بحكي سيجما واحد اللي هي الـ maximum
+
+126
+00:15:54,850 --> 00:16:05,010
+اللي هي 64.04 ميجا باسكال وسيجما اتنين صفر وسيجما
+
+127
+00:16:05,010 --> 00:16:09,530
+ثلاثة اللي هي سالب
+
+128
+00:16:19,270 --> 00:16:25,370
+ميجا باسكال كده الـ sigma
+
+129
+00:16:25,370 --> 00:16:30,790
+واحد احسب هتكون الاربعين زي الـ radius هي الـ radius
+
+130
+00:16:30,790 --> 00:16:35,070
+أربعين زائد أربعة وستين اللي هي مئة وأربعة 
+
+131
+00:16:35,070 --> 00:16:39,010
+point
+
+132
+00:16:39,010 --> 00:16:46,270
+oh four صحيح في
+
+133
+00:16:46,270 --> 00:16:51,810
+أي سؤال؟ طبعا في حالة الـ .. الـ 3D state of stress
+
+134
+00:16:51,810 --> 00:16:54,750
+بيكون الـ stress element three dimensional معناه
+
+135
+00:16:54,750 --> 00:16:57,510
+بيكون هنا سيجما اكس، سيجما واي، سيجما زد، تاو اكس واي، تاو 
+
+136
+00:16:57,510 --> 00:17:04,990
+اكس زد، تاو واي زد معناته المعادلة هتكون من الدرجة الثالثة
+
+137
+00:17:04,990 --> 00:17:09,730
+يعني هتكون عندي معادلة تكعيبية هتكون على الشكل هذا
+
+138
+00:17:09,730 --> 00:17:15,110
+سيجما تكعيب إذا بأخد طبعا بأخد اللي بساوي إذا عندي
+
+139
+00:17:15,110 --> 00:17:16,330
+3D stress element
+
+140
+00:17:27,480 --> 00:17:37,540
+بأخد مستوى مائل 3D هكون ثلاث معادلات هضغط summation 
+
+141
+00:17:37,540 --> 00:17:40,360
+of force بال X و summation of force بال Y و
+
+142
+00:17:40,360 --> 00:17:48,680
+summation للمoments مصحى تسفر لأنه طيب
+
+143
+00:17:48,680 --> 00:17:55,520
+فمن المعادلات هذه بتطلع معادلة اندي بالشكل هذا 
+
+144
+00:17:55,520 --> 00:17:57,840
+ال sigma اللي هي ال stress ال non stress على
+
+145
+00:17:57,840 --> 00:18:01,460
+المستوى تحت الدراسة non stress على المستوى تحت
+
+146
+00:18:01,460 --> 00:18:05,300
+الدراسة اللي بيكون ميل ب 3D بيكون ميل ب 3D يعني
+
+147
+00:18:05,300 --> 00:18:09,580
+فيه زوايا ميل على أكثر من محور فتطلع عندي
+
+148
+00:18:09,580 --> 00:18:13,600
+معادلة تكيبية sigma تكيب minus if تخص sigma x زي
+
+149
+00:18:13,600 --> 00:18:18,860
+sigma y زي sigma z sigma تربيع زي cos في sigma
+
+150
+00:18:18,860 --> 00:18:23,680
+minus ال constant هذه اللي هيقولها ثلاثة roots
+
+151
+00:18:23,680 --> 00:18:31,460
+سيجما واحد و سيجما اثنين و سيجما ثلاثة طبعا هذه
+
+152
+00:18:31,460 --> 00:18:38,890
+معادلة بتحلها بالطريقة تحليل العدد أو باستخدام
+
+153
+00:18:38,890 --> 00:18:43,030
+software Math Lab او Mathematica بتوجه ثلاثة
+
+154
+00:18:43,030 --> 00:18:46,490
+roots سيجما واحد سيجما اثنين و سيجما ثلاثة و بترسم ل
+
+155
+00:18:46,490 --> 00:18:50,690
+3D Mohr Circle 3D Mohr Circle  كنقطة لهاي سيجما
+
+156
+00:18:50,690 --> 00:18:56,010
+واحد سيجما اثنين و سيجما ثلاثة على المحور سيجما و
+
+157
+00:18:56,010 --> 00:18:58,270
+بترسم دي عارف بين سيجما واحد و سيجما اثنين و دي عارف
+
+158
+00:18:58,270 --> 00:19:00,630
+بين سيجما اثنين و سيجما ثلاثة و دي عارف بين سيجما
+
+159
+00:19:00,630 --> 00:19:03,990
+واحد و سيجما ثلاثة ال tau maximum اللي هو ايش بيكون
+
+160
+00:19:03,990 --> 00:19:05,530
+tau واحد ثلاثة
+
+161
+00:19:14,840 --> 00:19:22,460
+طيب عشان الموضوع الجديد الآن ال hooks laws فاكرين
+
+162
+00:19:22,460 --> 00:19:27,280
+ال stress strain diagram في
+
+163
+00:19:27,280 --> 00:19:31,320
+ال elastic region العلاقة
+
+164
+00:19:31,320 --> 00:19:33,420
+بين engineering stress و engineering strain علاقة
+
+165
+00:19:33,420 --> 00:19:41,580
+ايه؟ خطية صح؟ اللي ال sigma بتساوي E في أبسلون ال E
+
+166
+00:19:41,580 --> 00:19:49,700
+هي ال modulus of elasticity إذا كان دي member تحت
+
+167
+00:19:49,700 --> 00:20:00,140
+تأثير بس sigma X بيعمل لي
+
+168
+00:20:00,140 --> 00:20:07,720
+strain اللي هو أبسلون X اللي هو sigma X على E
+
+169
+00:20:10,850 --> 00:20:18,250
+لكن هاسيق اللي هو strain اللي هو متعمد على المحور
+
+170
+00:20:18,250 --> 00:20:26,690
+المحور الأساسي هيعطيني epsilon y و epsilon z بتساوي
+
+171
+00:20:26,690 --> 00:20:29,010
+اللي هو ال poise ratio minus mu of the poise ratio
+
+172
+00:20:29,010 --> 00:20:37,330
+في sigma x على a أو بتساوي minus mu epsilon x
+
+173
+00:20:41,560 --> 00:20:50,100
+طيب إذا عندي ال element تحت
+
+174
+00:20:50,100 --> 00:21:03,200
+تأثير sigma x sigma z و sigma y معناته
+
+175
+00:21:03,200 --> 00:21:10,230
+إذا أنا بشد في sigma x بحاول أقلل السائل .. بحاول
+
+176
+00:21:10,230 --> 00:21:12,710
+أقلل ال section في المستوى العمودي على ال X axis
+
+177
+00:21:12,710 --> 00:21:20,790
+فبصير فيه تأثير due to Poisson ratio على المقطع
+
+178
+00:21:20,790 --> 00:21:24,490
+العمودي على المحور إذا بشد بال .. أنا برضه في نفس
+
+179
+00:21:24,490 --> 00:21:31,890
+الوقت بشد في Sigma Y بحاول أعكس على Sigma X إذا
+
+180
+00:21:31,890 --> 00:21:35,970
+بشد في Sigma Z بحاول .. يعني في شيء جزء بيعرف
+
+181
+00:21:35,970 --> 00:21:40,530
+strain due to sigma z باتجاه z axis وفي جزء بحاول
+
+182
+00:21:40,530 --> 00:21:45,590
+يعاكس ال effect بتاع sigma x و sigma y إذا كان
+
+183
+00:21:45,590 --> 00:21:51,950
+كلهم tension طيب معناته هتكون أن ده إذا كان عندي
+
+184
+00:21:51,950 --> 00:21:55,010
+stress element تحت تأثير sigma x و sigma y و sigma z
+
+185
+00:21:55,010 --> 00:21:57,130
+وكنت أنا في ال elastic region
+
+186
+00:22:00,450 --> 00:22:06,730
+هيكون epsilon x فيه effect due ل sigma x sigma x
+
+187
+00:22:06,730 --> 00:22:11,010
+على a وفيه ال effect المعاكس اللي بيحاول يقلل ل
+
+188
+00:22:11,010 --> 00:22:18,970
+minus mu sigma y زائد sigma z نفس الشيء إذا كنت أنا
+
+189
+00:22:18,970 --> 00:22:24,390
+بدي أحس بال strain اتجاه ال y فيه ال stress باتجاه
+
+190
+00:22:24,390 --> 00:22:29,060
+ال y بيعمل لي ال strain الرئيسي ال stress باتجاه ال
+
+191
+00:22:29,060 --> 00:22:34,720
+X و ال Z بيحاول يخفف منه يعني فبتكون minus ميو إذا
+
+192
+00:22:34,720 --> 00:22:38,840
+كان عند أبسل زد فيه ال stress باتجاه زد بيكون هو
+
+193
+00:22:38,840 --> 00:22:43,880
+الأساسي و المعاكس هو ال stress باتجاه ال X و ال Y
+
+194
+00:22:43,880 --> 00:22:53,080
+من خلال بايزن ريشو effect في
+
+195
+00:22:53,080 --> 00:22:53,840
+حالة الشير
+
+196
+00:22:59,820 --> 00:23:13,040
+إذا عندي stress element under pure shear يعني
+
+197
+00:23:13,040 --> 00:23:22,000
+due 
+198
+00:23:22,000 --> 00:23:26,420
+to shear الشير هحاول يغير الشكل بيعمل لي الزاوية
+
+199
+00:23:33,900 --> 00:23:41,200
+الآن في ال Tao شير ال stress هيكون ستة أو جي في
+
+200
+00:23:41,200 --> 00:23:45,940
+جامعة جي اللي هو الشير موديلوس او موديلوس of
+
+201
+00:23:45,940 --> 00:23:46,340
+rigidity
+
+202
+00:23:50,420 --> 00:23:53,920
+في علاقة في حالة linear elastic homogeneous
+
+203
+00:23:53,920 --> 00:23:58,500
+material بين ال modulus والاسستة وال share modulus
+
+204
+00:23:58,500 --> 00:24:07,000
+خلال علاقة E بتساوي اثنين G في واحد زائد نيو
+
+205
+00:24:15,260 --> 00:24:18,460
+في حال كان عندي رد under pure tension أو under
+
+206
+00:24:18,460 --> 00:24:21,960
+pure compression هيكون في عندي normal stress قيمته
+
+207
+00:24:21,960 --> 00:24:26,880
+sigma f على a هذه حلولة الحالة الثانية في فوق
+
+208
+00:24:26,880 --> 00:24:32,380
+إذا في عندي mechanical element تحت تأثير قص مباشر
+
+209
+00:24:32,380 --> 00:24:36,660
+قوة قص هيعطيني shear stress tau بتساوي ال shear
+
+210
+00:24:36,660 --> 00:24:42,600
+force على ال area في
+
+211
+00:24:42,600 --> 00:24:43,780
+حالة ال bending
+
+212
+00:24:46,670 --> 00:24:51,090
+طبعا أنا هنحكي ال bending على straight beams يعني
+
+213
+00:24:51,090 --> 00:24:54,650
+ال beam بيكون عدل إذا بيكون فيه curvature بيختلف
+
+214
+00:24:54,650 --> 00:24:58,650
+الشيء الموضوع الثاني هذا في حالة straight beams in
+
+215
+00:24:58,650 --> 00:25:02,830
+bending زي الحالة أنتو شايفينها بيكون فيها ما
+
+216
+00:25:02,830 --> 00:25:10,560
+يستخدم ال neutral axis عند هاي bending في عندي محور
+
+217
+00:25:10,560 --> 00:25:15,140
+في النص يعني بيكون ال stress و ال strain ده صفر
+
+218
+00:25:15,140 --> 00:25:19,520
+إذا أنا بتني بالشكل هذا بيكون عندي في السطح اللي
+
+219
+00:25:19,520 --> 00:25:27,680
+علوي compression سطح السفلي tension و ال stress
+
+220
+00:25:27,680 --> 00:25:33,880
+بتغير linearly يعني إذا
+
+221
+00:25:33,880 --> 00:25:37,000
+عندي هاي المقطع
+
+222
+00:25:38,290 --> 00:25:44,430
+مثلا مستطيل بقطع هذا هيكون إيش لل neutral axis ده
+
+223
+00:25:44,430 --> 00:25:52,170
+ال neutral axis و ال stress distribution بتغير
+
+224
+00:25:58,510 --> 00:26:04,070
+linearly من خلال علاقة اللي هي sigma x طبعا ال x axis
+
+225
+00:26:04,070 --> 00:26:09,610
+هو عمودي على ال section sigma x بتساوي M في
+
+226
+00:26:09,610 --> 00:26:20,950
+ناقص M في Y على I ال
+
+227
+00:26:20,950 --> 00:26:25,810
+I هي ال moment of inertia في المقطع و ال y هذه
+
+228
+00:26:25,810 --> 00:26:32,250
+المسافة y بدوجت أنا ال sigma x على مسافة y يعني
+
+229
+00:26:32,250 --> 00:26:42,510
+هذه y وهذا ايش طيب
+
+230
+00:26:42,510 --> 00:26:48,810
+هذا كل المرة اللي أكلته حتى الآن نشوف
+
+231
+00:26:48,810 --> 00:26:56,400
+مثال a beam having a T section is subjected to a
+
+232
+00:26:56,400 --> 00:27:02,840
+bending moment of 1600 Nm يعني الآن عندي ال moment
+
+233
+00:27:02,840 --> 00:27:06,420
+بس
+
+234
+00:27:06,420 --> 00:27:14,140
+هو 1600 نيوتن متر about
+
+235
+00:27:14,140 --> 00:27:19,820
+the negative z axis that causes tension at the top
+
+236
+00:27:19,820 --> 00:27:22,640
+surface بتعمل tension على السطح العلوي
+
+237
+00:27:27,070 --> 00:27:37,450
+خليني نرجع لأول الشبطة عشان نذكر هالشيء positive
+
+238
+00:27:37,450 --> 00:27:43,330
+bending بيعمل على سطح العلوي compression negative
+
+239
+00:27:43,330 --> 00:27:47,510
+bending بيعمل على سطح العلوي tension عشان نذكرها
+
+240
+00:28:00,800 --> 00:28:06,640
+طيب الآن is subjected to a bending moment of 1600
+
+241
+00:28:06,640 --> 00:28:10,420
+Nm about the negative z axis that causes tension
+
+242
+00:28:10,420 --> 00:28:13,180
+at the top surface تعمل tension على ال top surface
+
+243
+00:28:13,180 --> 00:28:22,720
+معناه هتكون ال moment يا باشا negative locate
+
+244
+00:28:22,720 --> 00:28:26,060
+the neutral axis أول شيء أنا عندي هاي اللي
+
+245
+00:28:33,550 --> 00:28:53,630
+هذه ال T section هذه
+
+246
+00:28:53,630 --> 00:29:00,390
+12 و
+
+247
+00:29:00,390 --> 00:29:01,090
+هذه ال 75
+
+248
+00:29:08,920 --> 00:29:17,500
+من تحت 12 و كل
+
+249
+00:29:17,500 --> 00:29:18,920
+ارتفاعه 100
+
+250
+00:29:47,870 --> 00:29:52,630
+ممكن أحلله أكثر من طريقة في الكتاب معتبر high
+
+251
+00:29:52,630 --> 00:29:56,170
+section و high section واحد اثنين خليني أعطيكوا
+
+252
+00:29:56,170 --> 00:30:06,890
+مثلا حد ممكن أحكي أنه كل المساحة هذه ده
+
+253
+00:30:06,890 --> 00:30:12,850
+اسمه area one أحكي اللي
+
+254
+00:30:12,850 --> 00:30:13,470
+هو ال number
+
+255
+00:30:25,030 --> 00:30:35,410
+one عبارة عن rectangle أرضه
+
+256
+00:30:35,410 --> 00:30:38,610
+خمسة
+
+257
+00:30:38,610 --> 00:30:52,400
+و سبعين في مئة صح ال area أو نحكي ال B خمسة و سبعين
+
+258
+00:30:52,400 --> 00:30:59,840
+صح؟ و ال H مئة
+
+259
+00:30:59,840 --> 00:31:04,900
+معناته
+
+260
+00:31:04,900 --> 00:31:10,460
+القرع تاعته 7500
+
+261
+00:31:10,460 --> 00:31:12,980
+خمسمائة ملم المربعة
+
+262
+00:31:23,750 --> 00:31:32,330
+بدي أعتبر خانة اسمي هذا مبدئيا هسمي x و هذا في
+
+263
+00:31:32,330 --> 00:31:37,390
+المصي
+
+264
+00:31:37,390 --> 00:31:40,690
+ال
+
+265
+00:31:40,690 --> 00:31:47,930
+y المحور
+
+266
+00:31:47,930 --> 00:31:52,680
+motive area حول ال x axis moment لل cross section
+
+267
+00:31:52,680 --> 00:31:57,240
+حول ال XX زي شو بتساوي
+
+268
+00:31:57,240 --> 00:32:01,020
+سبعة
+
+269
+00:32:01,020 --> 00:32:08,740
+ثلاثة خمس مية في خمسين صح هاي بيكون المستطيل نصه
+
+270
+00:32:08,740 --> 00:32:16,500
+مركزه في النص هيكون سبعة ثلاثة خمس مية في خمسين يعني
+
+271
+00:32:16,500 --> 00:32:20,340
+عندي ثلاثة أصفار خمسة في خمسة خمسة وعشرين
+
+272
+00:32:23,340 --> 00:32:30,820
+خمسة في سبعة في سبعة ثلاثين هذه
+
+273
+00:32:30,820 --> 00:32:46,000
+الثلاثة أصفار صح؟ مظبوط؟ هذه هي ال area الأولى ال
+
+274
+00:32:46,000 --> 00:32:49,580
+area الثانية هتكون مستطيل هذا
+
+275
+00:32:58,930 --> 00:33:05,770
+مع المستطيل هذا صح
+
+276
+00:33:05,770 --> 00:33:12,970
+المستطيل الواحد المستطيل الواحد ال B بتاعته نحكي
+
+277
+00:33:12,970 --> 00:33:15,910
+هذه خمسة وسبعين واحد ثلاثين و نص واحد ثلاثين و نص
+
+278
+00:33:15,910 --> 00:33:20,150
+بالضبط خمسة وسبعين ناقص اثناش على اثنين يعني واحد
+
+279
+00:33:20,150 --> 00:33:26,050
+ثلاثين و نص و الارتفاع
+
+280
+00:33:26,050 --> 00:33:28,110
+ثمانية و ثمانية 
+
+281
+00:33:30,670 --> 00:33:33,210
+الإرقاء هتكون تمنع ثلاثين في واحد وثلاثين ونص في
+
+282
+00:33:33,210 --> 00:33:37,970
+اتنين بالسالب تمنع ثلاثين في واحد وثلاثين ونص في
+
+283
+00:33:37,970 --> 00:33:46,970
+اتنين بالسالب كم؟
+
+284
+00:33:46,970 --> 00:33:55,750
+خمسة آلاف وخمسمائة وأربع وأربعين بالسالب 
+
+285
+00:33:55,750 --> 00:34:00,660
+the moment حوالين الـ X هذه الارتفاع احنا حكينا ثمانية
+
+286
+00:34:00,660 --> 00:34:05,060
+ثمانية صح؟ هيكون
+
+287
+00:34:05,060 --> 00:34:11,540
+أربع وأربعين في
+
+288
+00:34:11,540 --> 00:34:14,060
+الخمسة آلاف وثلاثمائة وأربع وأربعين بالسالب تطلع
+
+289
+00:34:14,060 --> 00:34:20,060
+صح؟ على كام؟ اتنين وثلاث وأربعين ألف وتسعمائة وستة
+
+290
+00:34:20,060 --> 00:34:26,280
+وثلاثين اتنين وثلاث وأربعين ألف تسعمية وستة و
+
+291
+00:34:26,280 --> 00:34:26,720
+ثلاثين
+
+292
+00:34:33,870 --> 00:34:40,390
+النت عندي النت
+
+293
+00:34:40,390 --> 00:34:50,430
+إيه راح تكون سواء 1500 مانقص 5544 كم
+
+294
+00:34:50,430 --> 00:34:53,650
+1956
+
+295
+00:34:53,650 --> 00:34:57,250
+و
+
+296
+00:34:57,250 --> 00:35:00,490
+الـ
+
+297
+00:35:00,490 --> 00:35:01,110
+net moment
+
+298
+00:35:03,990 --> 00:35:16,430
+مئة واحد وثلاثين أيوة وأربع وستين الـ
+
+299
+00:35:16,430 --> 00:35:23,330
+net
+
+300
+00:35:23,330 --> 00:35:29,330
+moment اللي هي لأ
+
+301
+00:35:31,400 --> 00:35:34,420
+مركز الـ area هيكون.. طبعا هو symmetric هو الـ y
+
+302
+00:35:34,420 --> 00:35:37,980
+-axis ما فيش داعي أحسب أكيد هيكون على المحور هذا
+
+303
+00:35:37,980 --> 00:35:47,200
+معناته هيكون.. هيكون somewhere هنا هذا
+
+304
+00:35:47,200 --> 00:35:47,880
+هسميها
+
+305
+00:35:51,980 --> 00:35:58,460
+هذه CT C2 وهذه C1 أنا باخد الـ moment حوالين الـ X
+
+306
+00:35:58,460 --> 00:36:08,120
+axis الـ moment حوالين الـ X axis صح؟ هيكون الـ net
+
+307
+00:36:08,120 --> 00:36:19,460
+area ألف وتسعمائة وستة وخمسين في C2 صح؟ هذه
+
+308
+00:36:19,460 --> 00:36:20,020
+المسافة
+
+309
+00:36:23,810 --> 00:36:31,750
+الـ net area في الـ C2 بتساوي total moment اللي هي 
+
+310
+00:36:31,750 --> 00:36:42,170
+130000 و64 يعني الـ C2 تطلع
+
+311
+00:36:42,170 --> 00:36:52,330
+كم؟ سيبوليها 67 67 ملي متر C1
+
+312
+00:36:55,670 --> 00:37:00,690
+يا كام؟ ثلاث
+
+313
+00:37:00,690 --> 00:37:01,190
+ثلاثين
+
+314
+00:37:08,170 --> 00:37:10,530
+هذا المطلب الأول ومعناه to relocate the neutral
+
+315
+00:37:10,530 --> 00:37:15,010
+axis يعني من تحت ببعوض سبعة وستين ملي ومن أعلى ببعوض
+
+316
+00:37:15,010 --> 00:37:18,330
+ثلاث ثلاثين ملي مطلب الثاني find the maximum
+
+317
+00:37:18,330 --> 00:37:26,510
+tensile and compressive bending stresses طبعا
+
+318
+00:37:26,510 --> 00:37:31,930
+الشكل العام للسؤال هو M في Y على I معناته تحسب الـ I
+
+319
+00:37:31,930 --> 00:37:33,290
+تحسب I
+
+320
+00:37:39,380 --> 00:37:46,340
+الـ I هتكون حكينا عنها two areas اللي
+
+321
+00:37:46,340 --> 00:37:52,380
+هي هذه هتكون الأول الشيء عندي مستطيل هيكون واحد على
+
+322
+00:37:52,380 --> 00:38:03,780
+اتناشر بي اللي هي خمسة وسبعين في
+
+323
+00:38:03,780 --> 00:38:07,680
+each تكعيب اللي هي مئة تكعيب
+
+324
+00:38:09,210 --> 00:38:15,290
+هذا حوالين مركز المساحة، صح؟ لأن هذه المسافة،
+
+325
+00:38:15,290 --> 00:38:19,250
+المركز الأول،
+
+326
+00:38:19,250 --> 00:38:26,870
+هذه المسافة كم؟ خمسين، صح؟ بعد عن neutral axis ده
+
+327
+00:38:26,870 --> 00:38:34,810
+كم؟ سبعة وستين ناقص خمسين، اللي هي سبعة
+
+328
+00:38:34,810 --> 00:38:44,640
+وستين ناقص خمسين، سبعة وستين يعني زائد المساحة
+
+329
+00:38:44,640 --> 00:38:51,400
+بتاعتها اللي هي سبعة وتانية وخمسمائة في
+
+330
+00:38:51,400 --> 00:38:57,300
+السبعة وستين تربيع هذه الـ area اللي هي موجودة فعلا
+
+331
+00:38:57,300 --> 00:39:06,120
+موجودة هي هذه لحالها ناقص لـ area الثانية واحد على
+
+332
+00:39:06,120 --> 00:39:14,780
+اتناشر الـ P عندي أكبر واحد وثلاثين ونص في واحد و
+
+333
+00:39:14,780 --> 00:39:24,000
+ثلاثين ونص في الـ H ثمانية وثمانين تكعيب في
+
+334
+00:39:24,000 --> 00:39:31,260
+اتنين لأنهم مستطيلين صح؟ زائد
+
+335
+00:39:31,260 --> 00:39:38,970
+لأن المستطيل هذا ثمانية ثمانية على اتنين أربع وأربعين
+
+336
+00:39:38,970 --> 00:39:46,850
+يعني هيكون مركزه جاي على بعد أربع وأربعين معناه
+
+337
+00:39:46,850 --> 00:39:51,250
+دي هو ده الـ neutral axis كم يعني هيكون أربع و
+
+338
+00:39:51,250 --> 00:40:01,370
+أربعين زائد عشرين أربع وستين تلاتة وعشرين صح زائد
+
+339
+00:40:01,370 --> 00:40:05,890
+الـ area للواحد
+
+340
+00:40:09,880 --> 00:40:12,580
+أو ممكن آخد خلاص دي خمسة.. خمسة آلاف وخمسمائة و
+
+341
+00:40:12,580 --> 00:40:16,800
+أربع وأربعين في
+
+342
+00:40:16,800 --> 00:40:20,180
+أربع
+
+343
+00:40:20,180 --> 00:40:34,040
+وعشرين تلاتة وعشرين تربيع منها بحسب الـ I أكتب
+
+344
+00:40:34,040 --> 00:40:34,440
+تطلع
+
+345
+00:40:39,010 --> 00:40:45,870
+وحدة bond تسعة ماجد، وحدة bond تسعة صفر وستة، وحدة
+
+346
+00:40:45,870 --> 00:40:51,630
+bond تسعة صفر وستة في عشرة وستة في عشرة وستة،
+
+347
+00:40:51,630 --> 00:40:55,690
+ستة، وحدة bond تسعة صفر وستة في عشرة وستة في عشرة
+
+348
+00:40:55,690 --> 00:40:57,050
+وستة، وحدة bond تسعة صفر وستة في عشرة وستة في 
+
+349
+00:40:57,050 --> 00:40:57,250
+في عشرة وستة، وحدة bond تسعة صفر وستة في عشرة و
+
+350
+00:40:57,250 --> 00:40:57,850
+ستة في عشرة وستة، وحدة bond تسعة صفر وستة في عشرة
+
+351
+00:40:57,850 --> 00:40:58,170
+وستة في عشرة وست
+
+352
+00:41:06,990 --> 00:41:13,150
+هو بيحكي لي الـ سطح اللي له under هيكون under
+
+353
+00:41:13,150 --> 00:41:18,990
+tension معناته هحكي T عند النقطة هذه هذي هسميها A
+
+354
+00:41:18,990 --> 00:41:23,930
+وهذا النقطة هسميها B
+
+355
+00:41:23,930 --> 00:41:29,150
+الـ sigma عند A هتكون
+
+356
+00:41:29,150 --> 00:41:35,350
+سواء M في C 1 على I صح؟
+
+357
+00:41:37,600 --> 00:41:42,700
+الآن أنا عندي ألف وستمائة في
+
+358
+00:41:42,700 --> 00:41:51,100
+الـ C1 تلاتة وثلاثين صح لأن انتبه للوحدات هذه ألف
+
+359
+00:41:51,100 --> 00:41:58,400
+وستمائة نيوتن ألف وستمائة نيوتن
+
+360
+00:41:58,400 --> 00:42:01,560
+متر
+
+361
+00:42:01,560 --> 00:42:09,930
+في الـ C1 اللي هي تلاتة وثلاثين في عشرة أس سالب
+
+362
+00:42:09,930 --> 00:42:17,110
+تلاتة عشان أحولها لمتر صح على I اللي هي واحد
+
+363
+00:42:17,110 --> 00:42:25,330
+point تسعة صفر ستة في عشرة أس سالب ستة في عشرة أس سالب
+
+364
+00:42:25,330 --> 00:42:30,670
+اتناشر هذا
+
+365
+00:42:30,670 --> 00:42:37,170
+متر تربيع عشان برضه أحولها ل ميجا باسكال هضربها في
+
+366
+00:42:37,170 --> 00:42:45,110
+عشرة إيش؟ سالب ستة في عشرة أس سالب ستة عشان أحولها ل
+
+367
+00:42:45,110 --> 00:42:51,530
+ميجا باسكال معناته عندي هنا نحكي هنا سالب تلاتة
+
+368
+00:42:51,530 --> 00:43:00,370
+سالب تسعة اتناشر بيصير هنا ألف صح؟ احسبوا ليها كم
+
+369
+00:43:00,370 --> 00:43:01,250
+ميجا باسكال تطلع
+
+370
+00:43:31,840 --> 00:43:38,620
+سبعة وعشرين ميجا
+
+371
+00:43:38,620 --> 00:43:47,040
+باسكال متر تكعيب تصير متر وسبعة لأسفل متر أربعة
+
+372
+00:43:47,040 --> 00:43:51,860
+لأسفل متر أربعة لأسفل متر أربعة لأسفل متر أربعة
+
+373
+00:43:51,860 --> 00:43:55,140
+لأسفل متر أربعة لأسفل متر أربعة لأسفل متر أربعة
+
+374
+00:43:55,140 --> 00:43:55,340
+لأسفل متر أربعة لأسفل متر أربعة لأسفل متر أربعة
+
+375
+00:43:55,340 --> 00:43:55,420
+لأسفل متر أربعة لأسفل متر أربعة لأسفل متر أربعة
+
+376
+00:43:55,420 --> 00:43:57,300
+لأسفل متر أربعة لأسفل متر أربعة لأسفل متر أربعة
+
+377
+00:43:57,300 --> 00:44:04,280
+لأسفل هتكون تستخدم لأنها Linear هتكون Sigma A على
+
+378
+00:44:04,280 --> 00:44:12,420
+C1 بـ C2 مظبوط؟ يعني لو قصدنا تهبط على C1 بيصير إيه؟
+
+379
+00:44:12,420 --> 00:44:17,700
+بيظهر فيه C2 عشان ما أخشش في كل معمعة هذه هتكون
+
+380
+00:44:17,700 --> 00:44:27,040
+minus الـ سبعة وعشرين point ستة وثمانية في C2 اللي
+
+381
+00:44:27,040 --> 00:44:37,880
+هي سبعة وستين على التلاتة وثلاثين هنا
+
+382
+00:44:37,880 --> 00:44:42,540
+هتكون ستة
+
+383
+00:44:42,540 --> 00:44:52,780
+وخمسين bond ميجا
+
+384
+00:44:52,780 --> 00:44:56,740
+باسكال بالسالب ما هي compression
+
+385
+00:44:59,390 --> 00:45:08,770
+هكذا جبت الـ.. طبعا هيكون هنا أكثر من قيمته صفر
+
+386
+00:45:08,770 --> 00:45:19,230
+.. صفر المعنى هو الـ distribution بتاعه هيكون هيكون
+
+387
+00:45:42,830 --> 00:45:46,490
+الـ compression عندي اللي هو سالب ستة وخمسين point
+
+388
+00:45:46,490 --> 00:46:02,470
+اتنين اتنين وأنا عندي سبعة وعشرين ستة وثمانية طيب
+
+389
+00:46:02,470 --> 00:46:04,430
+المحاضرة الجاية بتقول عليك نكمل 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..3b32de84641e7ac7333f26e06c7c925151a88d8b
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Pn6jltjAsy8_raw.json
@@ -0,0 +1 @@
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"seek": 110106, "start": 1075.24, "end": 1101.06, "text": "هذا ال sigma اللي هي ال stress ال non stress على المستوى تحت الدراسة non stress على المستوى تحت الدراسة اللي بيكون ميل ب 3D بيكون ميل ب 3D يعني فيه قلوب ميل زاوية ميل على أكتر من محور فتطلع عندى معادلة تكيبية sigma تكيب minus if تخص sigma x زي sigma y زي sigma z sigma تربيع زي cos في sigma minus ال constant", "tokens": [3224, 15730, 2423, 12771, 13672, 1829, 39896, 2423, 4244, 2423, 2107, 4244, 15844, 9673, 14851, 2407, 7578, 6055, 33753, 32748, 23557, 3794, 3660, 2107, 4244, 15844, 9673, 14851, 2407, 7578, 6055, 33753, 32748, 23557, 3794, 3660, 13672, 1829, 4724, 1829, 30544, 3714, 26895, 4724, 805, 35, 4724, 1829, 30544, 3714, 26895, 4724, 805, 35, 37495, 22653, 8978, 3224, 12174, 1211, 37746, 3714, 26895, 30767, 995, 2407, 10632, 3714, 26895, 15844, 5551, 4117, 2655, 2288, 9154, 3714, 5016, 13063, 6156, 2655, 9566, 1211, 3615, 43242, 7578, 20449, 18513, 37977, 6055, 4117, 1829, 3555, 10632, 12771, 6055, 4117, 1829, 3555, 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new file mode 100644
index 0000000000000000000000000000000000000000..fa86e80eef8d84035b15bc77c2a239dc77639993
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/PzbMjcCBQYY_raw.json
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2282.58, "word": " عملية", "probability": 0.8634440104166666}, {"start": 2282.58, "end": 2283.78, "word": " التصنيع", "probability": 0.9771728515625}], "temperature": 1.0}, {"id": 101, "seek": 230437, "start": 2293.53, "end": 2304.37, "text": "طيب نكتفي لحد هنا المحاضرة اللي جاي بن .. بنحل example واضح اللي هي عناصر التكلفة الاقتصادية، تكفونا على كده", "tokens": [9566, 1829, 3555, 8717, 4117, 2655, 41185, 5296, 24401, 34105, 9673, 5016, 46958, 25720, 13672, 1829, 10874, 47302, 44945, 4386, 44945, 5016, 1211, 1365, 4032, 46958, 5016, 13672, 1829, 39896, 18871, 33546, 2288, 16712, 28820, 5172, 3660, 42963, 38149, 9381, 18513, 10632, 12399, 6055, 4117, 5172, 2407, 8315, 15844, 9122, 3215, 3224], "avg_logprob": -0.26768867699605114, "compression_ratio": 1.3823529411764706, "no_speech_prob": 0.0, "words": [{"start": 2293.5299999999997, "end": 2294.29, "word": "طيب", "probability": 0.9925130208333334}, {"start": 2294.29, "end": 2295.05, "word": " نكتفي", "probability": 0.82135009765625}, {"start": 2295.05, "end": 2295.41, "word": " لحد", "probability": 0.938720703125}, {"start": 2295.41, "end": 2295.73, "word": " هنا", "probability": 0.385498046875}, {"start": 2295.73, "end": 2296.79, "word": " المحاضرة", "probability": 0.9166259765625}, {"start": 2296.79, "end": 2297.15, "word": " اللي", "probability": 0.55078125}, {"start": 2297.15, "end": 2297.47, "word": " جاي", "probability": 0.883544921875}, {"start": 2297.47, "end": 2297.77, "word": " بن", "probability": 0.896484375}, {"start": 2297.77, "end": 2298.01, "word": " ..", "probability": 0.50732421875}, {"start": 2298.01, "end": 2298.47, "word": " بنحل", "probability": 0.9091796875}, {"start": 2298.47, "end": 2298.97, "word": " example", "probability": 0.9423828125}, {"start": 2298.97, "end": 2299.51, "word": " واضح", "probability": 0.8170572916666666}, {"start": 2299.51, "end": 2300.09, "word": " اللي", "probability": 0.971435546875}, {"start": 2300.09, "end": 2300.43, "word": " هي", "probability": 0.8671875}, {"start": 2300.43, "end": 2302.05, "word": " عناصر", "probability": 0.9757486979166666}, {"start": 2302.05, "end": 2302.59, "word": " التكلفة", "probability": 0.8955078125}, {"start": 2302.59, "end": 2303.73, "word": " الاقتصادية،", "probability": 0.8120930989583334}, {"start": 2303.73, "end": 2304.05, "word": " تكفونا", "probability": 0.5156982421875}, {"start": 2304.05, "end": 2304.15, "word": " على", "probability": 0.56884765625}, {"start": 2304.15, "end": 2304.37, "word": " كده", "probability": 0.699951171875}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2304.4875, "duration_after_vad": 2185.178749999995}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/PzbMjcCBQYY_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/PzbMjcCBQYY_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..da700866e755a878dcdcde31c3b3b7241e48e1d2
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/PzbMjcCBQYY_raw.srt
@@ -0,0 +1,1852 @@
+1
+00:00:05,200 --> 00:00:07,960
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,960 --> 00:00:12,100
+وبركاته، اليوم هنبدأ أول محاضراتنا في مادة تصميم
+
+3
+00:00:12,100 --> 00:00:14,800
+الألات، هنبدأ في ال chapter الأول اللي هي
+
+4
+00:00:14,800 --> 00:00:19,400
+introduction to mechanical engineering design طبعا
+
+5
+00:00:19,400 --> 00:00:22,840
+هنبدأ نعرف اللي هو ال design process، what is
+
+6
+00:00:22,840 --> 00:00:26,820
+design؟ طبعا ال design هي formulation أو أنك تضع
+
+7
+00:00:26,820 --> 00:00:33,920
+خطةلتحقيق غاية محددة أو غاية معينة طبعا عملية ال
+
+8
+00:00:33,920 --> 00:00:39,120
+.. ال .. ال design بتطلب الابتكار و التجديد
+
+9
+00:00:39,120 --> 00:00:43,120
+innovation فيها تكرار ممكن اعمل خطوة و ارجع لورا
+
+10
+00:00:43,120 --> 00:00:47,940
+خطوة او خطوتينفيها برضه اتخاذ قرار decision making
+
+11
+00:00:47,940 --> 00:00:53,080
+في بعض الأحيان بيكونش عندك المعلومات مكتملة انت
+
+12
+00:00:53,080 --> 00:00:58,100
+بتعمل منتج جديد ومافيش بيانات كافية فانت هى ممكن
+
+13
+00:00:58,100 --> 00:01:02,180
+تكون أول مرة وبالتالي بدك تتخذ قرار طبعا الاتخاذ
+
+14
+00:01:02,180 --> 00:01:09,470
+القرار يلها آليات معينة في كل الأحوالأي منتج يصمم
+
+15
+00:01:09,470 --> 00:01:14,910
+جديد أو مصمم لمنتج موجود منافس، لازم يكون
+
+16
+00:01:14,910 --> 00:01:19,630
+functional يعني، يؤدي الوظيفة المطلوبة منه، يكون
+
+17
+00:01:19,630 --> 00:01:24,550
+safe، آمن في الاستخدام، آمن على البيئة المحيطة
+
+18
+00:01:25,180 --> 00:01:29,820
+reliable يعني الاعتمادية بتاعته عالية مايصيرش في
+
+19
+00:01:29,820 --> 00:01:36,120
+اعطال كتير لازى كون competitive منافس للمنتجات
+
+20
+00:01:36,120 --> 00:01:42,020
+الموجودة من حيث الجودة من حيث التكلفة لازى كون
+
+21
+00:01:42,020 --> 00:01:47,280
+usable قابل للاستخدام لازى كون سهل التصنيع
+
+22
+00:01:47,280 --> 00:01:51,700
+manufacturable بالامكانيات المتاحة في بلد التصنيع
+
+23
+00:01:51,700 --> 00:01:57,250
+او البلد المنشألازم يكون منتج قابل للتسويق، لأنه
+
+24
+00:01:57,250 --> 00:02:00,030
+في الآخر إذا بتعمل منتج، بدك في الآخر تسوق و تعمل
+
+25
+00:02:00,030 --> 00:02:03,250
+مبيعات، تعمل أرباح عشان تعمل منتج تاني و منتج تالت
+
+26
+00:02:03,250 --> 00:02:03,750
+و هكذا
+
+27
+00:02:09,500 --> 00:02:13,420
+طبعا لما أصمم أي منتج عملية التصميم الميكانيكى
+
+28
+00:02:13,420 --> 00:02:16,940
+بتكونش محددة بتخصص معين من الهندسة الميكانيكية
+
+29
+00:02:16,940 --> 00:02:21,640
+تقريبا كل تخصوات الهندسة الميكانيكية بتخش على
+
+30
+00:02:21,640 --> 00:02:25,720
+موضوع التصميم ليس فقط تخصوات الهندسة الميكانيكية
+
+31
+00:02:25,720 --> 00:02:28,780
+ممكن لازمها تخصوات في هندسة الحسوب في الهندسة
+
+32
+00:02:28,780 --> 00:02:33,340
+البيئية في ال .. في الكهربا في التحكم فبيكون أي
+
+33
+00:02:33,340 --> 00:02:41,460
+منتج بيكون مكون من فرق متعددة التخصصاتمثال مثلا ال
+
+34
+00:02:41,460 --> 00:02:43,940
+bearing جورنال ال bearing و ادخل فيها اللي هو ال
+
+35
+00:02:43,940 --> 00:02:48,980
+fluid mechanics علم ال heat transfer ال friction
+
+36
+00:02:48,980 --> 00:02:54,880
+ال energy transport material selection و الخصائص
+
+37
+00:02:54,880 --> 00:03:02,120
+او المعالجات الميكانيكية او الحرارية للقطع المكونة
+
+38
+00:03:02,120 --> 00:03:06,720
+لل parts بعض القطع مثلافي بعض الأحيان بحتاج أعملها
+
+39
+00:03:06,720 --> 00:03:11,140
+معالجة لتغيير خواصة مثلا بدي أرفع ال surface
+
+40
+00:03:11,140 --> 00:03:16,360
+strength أو ال surface hardness ل part معين ممكن
+
+41
+00:03:16,360 --> 00:03:20,020
+أعمل معالجة حرارية سطحية يعني بعمل تقصية لسطح فقط
+
+42
+00:03:20,020 --> 00:03:23,740
+أو ممكن أعمل معالجة ميكانيكية زي ال cold working
+
+43
+00:03:23,740 --> 00:03:31,020
+زي مدرسة في مادة ال material science ال
+
+44
+00:03:31,020 --> 00:03:38,110
+design processالها خطوات رئيسية يعني انا احكي
+
+45
+00:03:38,110 --> 00:03:42,290
+حوالي ست خطوات رئيسية اللي هي identification of a
+
+46
+00:03:42,290 --> 00:03:47,370
+need تعريف احتياج او حاجة definition of the
+
+47
+00:03:47,370 --> 00:03:52,590
+problem تعريف المشكلة اللي هو synthesis التوليف
+
+48
+00:03:52,590 --> 00:03:58,840
+لمجموع من الحلولعندي analysis and optimization انك
+
+49
+00:03:58,840 --> 00:04:03,700
+تعمل تحليل و تشوف تختار احسن .. احسن تصميم من
+
+50
+00:04:03,700 --> 00:04:10,860
+مجموعة تصميمات مقترحة بعدين بعد ما اصل لمنتج نهائي
+
+51
+00:04:10,860 --> 00:04:15,080
+بعمله evaluation بعد ال evaluation .. تقييم بعد ال
+
+52
+00:04:15,080 --> 00:04:20,180
+evaluation باعرض منتج النهائي ندفع أولاش اللي هو
+
+53
+00:04:20,180 --> 00:04:26,640
+المشكلة تعريف المشكلةالتعريف في ال .. او او نحكي
+
+54
+00:04:26,640 --> 00:04:30,380
+.. احنا حاكيين identification of a need أولا شىء،
+
+55
+00:04:30,380 --> 00:04:35,520
+تعريف الاحتياج، تعريف الاحتياج يعني في الآخر إذا
+
+56
+00:04:35,520 --> 00:04:39,760
+أنا بعمل أي منتج مثلا محتاج أنا الغرفة دي أدفيها
+
+57
+00:04:39,760 --> 00:04:43,640
+أو أبردها، بدي أعمل .. بدي أعمل جهاز للتبريد أو
+
+58
+00:04:43,640 --> 00:04:48,620
+جهاز للتدفئة، يعني أصار في عندىاحتياجي؟ طبعا
+
+59
+00:04:48,620 --> 00:04:53,960
+الاحتياج يعني في البداية بكون انا متوقع ان هذا
+
+60
+00:04:53,960 --> 00:04:57,980
+الاحتياج له سوق مثلا لو انا كنت عايش في سيبيريا
+
+61
+00:04:57,980 --> 00:05:02,380
+فيه برد كتير و فيه اكتشف مثلا منطقة فيها petrol
+
+62
+00:05:03,610 --> 00:05:07,110
+معناته في ناس هيروح ويسكن هناك، مظبوط، ومعناته
+
+63
+00:05:07,110 --> 00:05:11,990
+محتاجين يعني مثلا نظام تدفئة، منطقة تانية، منطقة
+
+64
+00:05:11,990 --> 00:05:16,210
+حارة، منطقة الاستوائية ومنطقة ناية اكتشفوا فيها
+
+65
+00:05:16,210 --> 00:05:20,570
+مثلا مناجم فحم او مناجم دهب، معناته في ناس هيصيروا
+
+66
+00:05:20,570 --> 00:05:23,590
+اللي هم اقامة دائما في المناطق هذه فمحتاج اللي هو
+
+67
+00:05:23,590 --> 00:05:26,890
+تكييف للهواء، يعني تقليل الرطوبة، خفض درجة
+
+68
+00:05:26,890 --> 00:05:30,750
+الحرارة، فمعناته بيكون دمع في need و لازم تحقيقها
+
+69
+00:05:32,180 --> 00:05:35,720
+بعدك بيزل هو بيجي تعريف المشكلة definition of the
+
+70
+00:05:35,720 --> 00:05:41,560
+problem طبعا تعريف المشكلة بيكون more specific من
+
+71
+00:05:41,560 --> 00:05:47,840
+أكتر من التعريف الاحتياج و لازم يضمن ال .. ال ..
+
+72
+00:05:47,840 --> 00:05:51,840
+كل المواصفات المطلوبة لل object أو ال product
+
+73
+00:05:51,840 --> 00:05:53,280
+المطلوب تصميمه
+
+74
+00:05:58,510 --> 00:06:02,530
+المواصفات تتضمن طبعا انا هذه الشغلات الرئيسية مش
+
+75
+00:06:02,530 --> 00:06:06,550
+كليش انا ذاكرها تتضمن ال input و ال output
+
+76
+00:06:06,550 --> 00:06:11,250
+quantities ال characteristics و ال dimensions of
+
+77
+00:06:11,250 --> 00:06:16,830
+the space the object must occupy يعني اذا انا عندى
+
+78
+00:06:16,830 --> 00:06:21,070
+مثلا في engine و بدي ال .. ال .. بدي اقل حجم ممكن
+
+79
+00:06:21,070 --> 00:06:24,530
+معناته انا بدي اعمل .. بدي احدى المشكلة ان انا بدي
+
+80
+00:06:24,530 --> 00:06:29,590
+اعملجهاز تكييف في السيارة و عندي ال space محدود و
+
+81
+00:06:29,590 --> 00:06:32,530
+هاي ال space في المكان هذا، هاي الموجود ال space و
+
+82
+00:06:32,530 --> 00:06:34,750
+لازم أعمله في ال .. في ال .. في الحيز هذا
+
+83
+00:06:34,750 --> 00:06:37,850
+Limitations
+
+84
+00:06:37,850 --> 00:06:41,250
+on Quantities Limitations يعني مثلا انا بدي اعمل
+
+85
+00:06:41,250 --> 00:06:47,470
+جهاز بتحرك بسرعة معينة، السرعة تتروح من إلى، هاي
+
+86
+00:06:47,470 --> 00:06:48,390
+ال .. ال limitations
+
+87
+00:06:52,200 --> 00:06:55,740
+ال specifications define ال cost المنتج هذا مش
+
+88
+00:06:55,740 --> 00:06:58,180
+لازم يزيد سعره مثلا عن خمسمية دولار مش لازم يزيد
+
+89
+00:06:58,180 --> 00:07:02,720
+سعره عن الف دولار الكمية اللي هنتجها لأن الكمية
+
+90
+00:07:02,720 --> 00:07:07,160
+بتأثر على التكلفة و بتأثر على عملية التصنيع
+
+91
+00:07:07,160 --> 00:07:12,330
+المستخدمة إذا هنتج من جهاز مثلا هذا عشر حباتغير ما
+
+92
+00:07:12,330 --> 00:07:17,670
+أنتج مليون قطعة، الآن إذا مليون قطعة هستخدم طرق
+
+93
+00:07:17,670 --> 00:07:23,630
+تصنيع سريعة و تكلفة الوحدة منخفضة، إذا عدد الاو
+
+94
+00:07:23,630 --> 00:07:28,610
+الكمية قليلة على الأغلب السعر هيرتفع و هستخدم
+
+95
+00:07:28,610 --> 00:07:33,190
+تقنيات مافيش فيها automation كتير، يعني بتكون يعني
+
+96
+00:07:33,190 --> 00:07:38,810
+إنتاج بكميات صغيرةال .. العمر المتوقع برضه هذي من
+
+97
+00:07:38,810 --> 00:07:43,490
+ال .. يعني بتعرف المواصفات للمنتج المراد تصنيعه
+
+98
+00:07:43,490 --> 00:07:50,790
+يعني لو خشينا بتفاصيلة .. مش تفاصيلة .. تفاصيلة
+
+99
+00:07:50,790 --> 00:07:54,210
+عامة مثلا ال gearbox لسيارة زي ما حكينا ال gearbox
+
+100
+00:07:54,210 --> 00:07:58,870
+لسيارة مش لازم والله تغير كل سنتين مرة لازم يعني
+
+101
+00:07:58,870 --> 00:08:03,390
+تعيش لطول عمر حياة السيارة يعني لازم نعيش infinite
+
+102
+00:08:03,390 --> 00:08:08,880
+lifeبرضه اتطلع على ال operating temperatures اعمل
+
+103
+00:08:08,880 --> 00:08:13,580
+جهاز بده اشوف البيئة المحيطة البيئة فيه من ضمنها
+
+104
+00:08:13,580 --> 00:08:18,820
+درجة الحرارة هل هو الجهاز هذا هيعمل فيه درجات
+
+105
+00:08:18,820 --> 00:08:22,720
+حرارة مرتفعة يعني انا بده اعمل sensor بده اصمم
+
+106
+00:08:22,720 --> 00:08:27,140
+sensorاللي هيقيص درجة الحرارة يداش الحرارة مافيه
+
+107
+00:08:27,140 --> 00:08:31,120
+sensor بيقيص لحد مية درجة فيه sensor بيقيص لحد خمس
+
+108
+00:08:31,120 --> 00:08:34,260
+مية فيه sensor لحد تلت تلاف بما انتوا ال sensor
+
+109
+00:08:34,260 --> 00:08:37,000
+اللي عنده تلت تلاف التصميم بتاعه غير ال sensor
+
+110
+00:08:37,000 --> 00:08:42,440
+اللي عنده خمس مية غير ال sensor اللي عنده مية مرضه
+
+111
+00:08:42,440 --> 00:08:46,940
+بدي ارأي اللي هو في المواصفات اللي هي reliability
+
+112
+00:08:46,940 --> 00:08:52,020
+يعني لازم يكون ال product reliable يعنيال failures
+
+113
+00:08:52,020 --> 00:09:00,000
+أو الأعطال فيه تكون قليلة جدا برضه
+
+114
+00:09:00,000 --> 00:09:04,620
+السيمات الرئيسية في تعريف المشكلة اللي لازم احددها
+
+115
+00:09:04,620 --> 00:09:08,900
+السرعة ال feeds temperature limitations الجهاز
+
+116
+00:09:08,900 --> 00:09:14,520
+تبسط من كذا لكذا ال maximum range طبعا ال range
+
+117
+00:09:14,520 --> 00:09:17,060
+مقصد فيه أي إشي ممكن يكون مسافة ممكن يكون درجة
+
+118
+00:09:17,060 --> 00:09:21,450
+حرارة ممكن يكون ضغط ممكن يكون رطوبةاللي عندى ال
+
+119
+00:09:21,450 --> 00:09:24,850
+expected variations in the variables إذا هو بيأثر
+
+120
+00:09:24,850 --> 00:09:29,050
+على ال .. يعني أنا باخد قراءات مثلا ل .. لأشياء
+
+121
+00:09:29,050 --> 00:09:36,250
+محددة و بدي أشوف ال variations تتغير من إلها طيب
+
+122
+00:09:36,250 --> 00:09:43,790
+ال .. ال .. ال .. بعض أحيان عمليات التصنيع بتكون
+
+123
+00:09:43,790 --> 00:09:48,090
+من المحددات في التصديم بتقيد المصمم في خياراته
+
+124
+00:09:50,270 --> 00:09:54,630
+فبالتالي هو بيغير التصميم بما يتناسب مع الإمكانات
+
+125
+00:09:54,630 --> 00:09:59,330
+المتاحة في المكان اللي هيصنع فيه يعني مثلا لو أنا
+
+126
+00:09:59,330 --> 00:10:05,710
+بيصنع في مدينة غزة القدرات التصنيعية و المكان
+
+127
+00:10:05,710 --> 00:10:10,210
+المعدات محدودة وبالتالي بيصمم بطريقة مختلفة لو أنا
+
+128
+00:10:10,210 --> 00:10:13,870
+كنت أصمم في بلد تانية كل الإمكانات متاحة و
+
+129
+00:10:13,870 --> 00:10:18,570
+التقنيات موجودةبرضه المهارة بتاعة ال .. ال .. ال
+
+130
+00:10:18,570 --> 00:10:22,610
+.. نحكي الايد العاملة اللى بت .. اللى هتتفز
+
+131
+00:10:22,610 --> 00:10:29,950
+المشروع بدقراعيها فى عمليات التصميم اى اش يحدد
+
+132
+00:10:29,950 --> 00:10:37,230
+حرية المصمم فى الاختيار يعتبر اياش محدد او بيقيد
+
+133
+00:10:37,230 --> 00:10:48,000
+حريتهال synthesis هي توليف ل concept أو تقليق ..
+
+134
+00:10:48,000 --> 00:10:52,930
+توليفة لمجموعة من ال .. ال .. ال ..الاشياء عشان
+
+135
+00:10:52,930 --> 00:10:56,630
+اطلع concept design او تصميم ابتدائي او فكرة
+
+136
+00:10:56,630 --> 00:11:01,850
+ابتدائية للتصميم طبعا في البداية بكون عشان اعمل
+
+137
+00:11:01,850 --> 00:11:09,850
+system معين مثلا تخيل بدي اعمل تصميم لنظام تدفع
+
+138
+00:11:12,160 --> 00:11:16,060
+لإن عندي خيارات أكتر من خيارات، أداف للغرفة، ممكن
+
+139
+00:11:16,060 --> 00:11:21,180
+أفكر بأكتر من طريقة، ممكن أحكي الله أنا بدي أحط
+
+140
+00:11:21,180 --> 00:11:27,360
+نظام تسخين يعمل بالإشعة والمشيعات الموجودة فيها
+
+141
+00:11:27,360 --> 00:11:33,210
+ميه سخنة، هاي خيار، ممكن خيار تانيان انا ادعم نظام
+
+142
+00:11:33,210 --> 00:11:37,990
+تدفع بالإشعاع بس المشاعر بتشتغل على الكهر مباشر
+
+143
+00:11:37,990 --> 00:11:42,610
+مافيش عند المايس و هناك خيار تاني خيار تالت يقول
+
+144
+00:11:42,610 --> 00:11:47,110
+لأ انا بسخن هوا في مكان تاني بدخل هوا في الغرفة
+
+145
+00:11:47,110 --> 00:11:54,030
+ففي عندي بيكون اكتر من خيار عشان ادفع الغرفة طبعا
+
+146
+00:11:54,030 --> 00:12:02,430
+بافحص الخيارات بعمل مقارناتبينها في بعض الخيارات
+
+147
+00:12:02,430 --> 00:12:06,030
+هتصمد بال .. ال .. يعني الظروف المقارنة اللي أنا
+
+148
+00:12:06,030 --> 00:12:12,110
+حاططها، يا إما بتصمد و قابلة التحسين أو على الأغلب
+
+149
+00:12:12,110 --> 00:12:16,530
+ممكن تكون مافيش مجال للتحسين، تكلفتها عالية كتير،
+
+150
+00:12:16,530 --> 00:12:21,370
+التقنيات مش متوفرة للتصنيع، بروح بألغيهابكون بس
+
+151
+00:12:21,370 --> 00:12:24,430
+لما بديت أربع خمس تصميم صفين على اتنين أو تلاتة
+
+152
+00:12:24,430 --> 00:12:29,230
+تصميم ببدأ أعمل موضوع اللي هو ال .. أعمل الحسابات
+
+153
+00:12:29,230 --> 00:12:37,310
+أكثر تفصيلا بعدين برضه طبعا في العملية برجع يعني
+
+154
+00:12:37,310 --> 00:12:39,490
+اذا أنا عملت ال synthesis ممكن أرجع على مرة أرجع
+
+155
+00:12:39,490 --> 00:12:44,770
+أعرف ال need أو أرجع أعرف ال .. ال problems بطريقة
+
+156
+00:12:44,770 --> 00:12:48,840
+أكثر تفصيلا أو أكثر تحديدافي ال synthesis بضل أن
+
+157
+00:12:48,840 --> 00:12:54,720
+أنا أعمل يعني أعمل إعادة و iterations لحد بأصل لل
+
+158
+00:12:54,720 --> 00:12:59,800
+optimum .. optimum design يعني واضح ال synthesis و
+
+159
+00:12:59,800 --> 00:13:02,260
+ال analysis و ال optimization بتدخل على بعض طبعا
+
+160
+00:13:02,260 --> 00:13:08,600
+في ال analysis ممكن أستخدم أدوات نحكي بحوسبة أو
+
+161
+00:13:08,600 --> 00:13:12,540
+بعض الأدوات التجربية ممكن أجرب بعض التجارب عشان
+
+162
+00:13:12,540 --> 00:13:14,800
+مثلا أفحص شغل معينة
+
+163
+00:13:16,700 --> 00:13:20,300
+أو ممكن نعمل محاكاة مثلا برامج زي ال finite
+
+164
+00:13:20,300 --> 00:13:27,180
+element أو CFD أو motion analysis، في كتير أدوات
+
+165
+00:13:27,180 --> 00:13:31,460
+حاليا متاحة لإنك تعمل بعض الحسابات على الأفكار
+
+166
+00:13:31,460 --> 00:13:32,280
+اللي أنت شغال عليها
+
+167
+00:13:35,530 --> 00:13:39,350
+بيجي بعدك ال evaluation اللي هو تقييم المنتج أو
+
+168
+00:13:39,350 --> 00:13:42,390
+تصميم النهائي ال evaluation طبعا تعتبر اللي هو
+
+169
+00:13:42,390 --> 00:13:49,670
+الإثبات النهائي لتصميم ناجح طبعا عشان to evaluate
+
+170
+00:13:49,670 --> 00:13:53,050
+انك تعمل تصميم ناجح باستخدام اللي هو الأدوات
+
+171
+00:13:53,050 --> 00:13:56,530
+المتاحة الأدوات الهندسية ليس كافيا ومحتاج تعمل
+
+172
+00:13:56,530 --> 00:14:01,630
+نموذج تجريبي عشان تعمل عليه فحوصات وتجارب
+
+173
+00:14:05,170 --> 00:14:10,390
+احنا في ال evaluation يعني الهدف بتاعنا نكتشف إذا
+
+174
+00:14:10,390 --> 00:14:14,910
+ال design بيحكي الاحتياج الحقيقي أو ما بيحكيه أو
+
+175
+00:14:14,910 --> 00:14:19,350
+بيلبيه أو بيلبهوش لازم
+
+176
+00:14:19,350 --> 00:14:25,600
+نطرح لما نيجي نقيمانفكر بطريقة كشخص خارجي عن نطاق
+
+177
+00:14:25,600 --> 00:14:30,240
+المشروع هل ال .. ال .. التصميم reliable؟ يعني
+
+178
+00:14:30,240 --> 00:14:37,000
+مشاكله قليلة؟ مافيش أعطال كتير؟ هل هيتنافس ..
+
+179
+00:14:37,000 --> 00:14:41,560
+هيكون منافس ناجح و منافس قوي لو منتجات .. منتجات
+
+180
+00:14:41,560 --> 00:14:48,820
+موجودة في الأسواق؟ هل تصنيعه سهل؟ هل استخدامه سهل؟
+
+181
+00:14:50,470 --> 00:14:57,390
+هل الصيانة، عملية الصيانة، عملية الضبط سهلة؟ ممكن
+
+182
+00:14:57,390 --> 00:15:01,690
+أنتجه بتكلفة قليلة و أعمل .. أبيع و أعمل فيه ربح؟
+
+183
+00:15:03,810 --> 00:15:09,410
+هل حاملي مشاكل تأدي مثلا لإصابات لدى المستخدمين أو
+
+184
+00:15:09,410 --> 00:15:12,930
+ممكن تأدي للوفاء؟ هل في مخاطر؟ إذا صارت مخاطر أنا
+
+185
+00:15:12,930 --> 00:15:18,370
+هتعرض للمساءلة القانونية والمقضاة من المستخدمين؟
+
+186
+00:15:18,370 --> 00:15:20,710
+هذه طبعا مجموعة من الأسئلة ليست كلها، أنت بدأت
+
+187
+00:15:20,710 --> 00:15:24,670
+تطرح أسئلة أسهل طريقة أنك تستخرج المعلومات أنك
+
+188
+00:15:24,670 --> 00:15:27,170
+تطرح أسئلة في فترة التقييم
+
+189
+00:15:29,710 --> 00:15:36,710
+أخر خطوة ان تعرض تصيمتك ال presentation هو selling
+
+190
+00:15:36,710 --> 00:15:41,330
+job selling job يعني ايش؟ بتحاول تبيع الفكرة
+
+191
+00:15:41,330 --> 00:15:45,150
+بتاعتك او تبيع التصميم طبع التصميم
+
+192
+00:15:48,360 --> 00:15:51,320
+الان المهندس إذا كنا نشتغل شركة كبيرة هيعرض
+
+193
+00:15:51,320 --> 00:15:54,360
+التصميم أو الأفكار بتاعته على الإدارة العليا
+
+194
+00:15:54,360 --> 00:16:00,420
+للشركة في محاول منه أنه يسوق و يثبت اللهم أنه الحل
+
+195
+00:16:00,420 --> 00:16:06,360
+أو التصميم اللي عمله هو أحسن حل إذا
+
+196
+00:16:06,360 --> 00:16:09,960
+ماكناش قادرين نعرض المنتج بتاعنا أو نسوقه أو
+
+197
+00:16:09,960 --> 00:16:13,220
+الفكرة بتاعنا و نسوقها بشكل ناجح كل جهود السابقة
+
+198
+00:16:13,220 --> 00:16:15,460
+إيش تذهب إيش سودان على الفاضة
+
+199
+00:16:18,290 --> 00:16:22,570
+وبشكل عام إذا أنت بت .. عشان يعني تقيم كشخص ناجح
+
+200
+00:16:22,570 --> 00:16:25,770
+في شركة أو مؤسسة، أنت يقدرش تعطيهم حلول ناجحة،
+
+201
+00:16:25,770 --> 00:16:28,550
+اعطيهم الله أول مرة حل ناجح، تاني مرة حل ناجح، كل
+
+202
+00:16:28,550 --> 00:16:32,070
+مرة تعطيهم حلول ناجحة، طبعا هذا بيقدر إنك ترتقي ..
+
+203
+00:16:32,070 --> 00:16:37,830
+راتبك يرتفع، تصير إنك شخص ناجح في .. في مهنتك
+
+204
+00:16:41,230 --> 00:16:46,690
+طبعا لما أنا أصمم منتج فيه عندي design
+
+205
+00:16:46,690 --> 00:16:50,030
+considerations أو اعتبارات لازم أخدها بالحسبان
+
+206
+00:16:50,030 --> 00:16:54,850
+يعني أنا ممكن أذكر بعضها يعني عندي مجموعة كبيرة في
+
+207
+00:16:54,850 --> 00:16:57,910
+.. ممكن حوالي .. انا هعطي تلاتين اعتبار ممكن احكي
+
+208
+00:16:57,910 --> 00:17:00,770
+نفسي ال functionality يعني ان المنتج لازم يكون
+
+209
+00:17:01,260 --> 00:17:05,920
+يقدّي الوظيفة المطلوبة منه، مش منطق أعمل جهاز
+
+210
+00:17:05,920 --> 00:17:09,720
+يدفّي و يطلع في الآخر مايدفّيش، مظبوط؟ فلازم يقدّي
+
+211
+00:17:09,720 --> 00:17:17,360
+الوظيفة ال cost، ال cost لازم يكون أقل ما يمكن، ال
+
+212
+00:17:17,360 --> 00:17:23,430
+reliability مثلالازم الأعطاء فيه تكون قليلة جدا،
+
+213
+00:17:23,430 --> 00:17:27,450
+مش كل يوم يخرب، ال manufacturing ability اللي هو
+
+214
+00:17:27,450 --> 00:17:31,810
+أنه ينتج بطريقة سهلة و بطريقة متاحة في بلد
+
+215
+00:17:31,810 --> 00:17:36,650
+التصنيع، ال .. ال .. ال styling، ال styling يعني
+
+216
+00:17:36,650 --> 00:17:41,810
+يكون شكله جذاب، اذا انا ممكن لو روح اتصمم جوال و
+
+217
+00:17:41,810 --> 00:17:44,710
+جوال .. احسن جوال في الدنيا و شكله عفش، فيش حد
+
+218
+00:17:44,710 --> 00:17:49,890
+هنحاج تشتريهال .. ال size أو اللي نحكي الوزن بعض
+
+219
+00:17:49,890 --> 00:17:52,930
+الأحيان في بعض التطبيقات أنا محتاج يكون عندى وزن
+
+220
+00:17:52,930 --> 00:17:57,470
+قليل، بالتطبيقات تانية ممكن أحتاج الوزن اللي لازم
+
+221
+00:17:57,470 --> 00:18:04,430
+يكون عالي، ال .. مثلا في الطيارات محتاج أنا أستخدم
+
+222
+00:18:04,430 --> 00:18:09,830
+مواد وزنها أو كثفتها من خفضة و ال strength بتاعتها
+
+223
+00:18:09,830 --> 00:18:13,850
+عاليةفي حالة ال heavy machinery ال body بتاع ال
+
+224
+00:18:13,850 --> 00:18:18,550
+machine لازم يكون rigid و فيه user معاه ففيه
+
+225
+00:18:18,550 --> 00:18:21,530
+تطبيقات محتاجة يكون الوزن عالي و تطبيقات محتاجة
+
+226
+00:18:21,530 --> 00:18:28,890
+الوزن يكون فيها منخفضة ال noiseالضجيج الضجيج طبعا
+
+227
+00:18:28,890 --> 00:18:33,090
+تعرف انه اذا بزيد عن حد معين مؤذق لل .. لل ..
+
+228
+00:18:33,090 --> 00:18:39,670
+للانسان و للبيئة المحيطة ففي .. يعني في كتير من
+
+229
+00:18:39,670 --> 00:18:44,390
+التطبيقات ال noise مهم جدا تكون ضمن اللي نحكي
+
+230
+00:18:44,390 --> 00:18:48,930
+الحدود المسموح فيها المنتج برضه او التصميم تلك
+
+231
+00:18:48,930 --> 00:18:53,150
+لازم يكون marketable يعني قابل للتسويقease of
+
+232
+00:18:53,150 --> 00:18:58,610
+maintenance سهل الصيانة سهل التجميع سهل الفك سهل
+
+233
+00:18:58,610 --> 00:19:05,810
+وصول للقطع ممكن حاليا صار التوجه ان اعمل منتجات
+
+234
+00:19:05,810 --> 00:19:09,590
+عند انتهاء فترة حياتها ان تكون قابلة للتدوير هذه
+
+235
+00:19:09,590 --> 00:19:15,350
+طبعا بعض الاتبارات اللي ذكرتها في اي تصميمطبعا
+
+236
+00:19:15,350 --> 00:19:19,290
+عملية التصميم تتطلب أدوات حسابية أو أدوات بتساعدنا
+
+237
+00:19:19,290 --> 00:19:23,590
+في الحسابات الأدوات اللى بسميها Computer Aided
+
+238
+00:19:23,590 --> 00:19:30,650
+Engineering اللى هى CAE هو عبارة عن استخدام .. اي
+
+239
+00:19:30,650 --> 00:19:35,720
+استخدام ده الكمبيوتر أو ال softwareللمساعدة في ال
+
+240
+00:19:35,720 --> 00:19:37,580
+engineering process بيسميها computer-aided
+
+241
+00:19:37,580 --> 00:19:41,180
+engineering فى طبعا ممكن أصنفه عند computer-aided
+
+242
+00:19:41,180 --> 00:19:46,060
+design زى برامج ال solid work زى ال AutoCAD ال
+
+243
+00:19:46,060 --> 00:19:49,960
+inventor كاتية computer vision فى كتير برامج pro
+
+244
+00:19:49,960 --> 00:19:53,700
+engineer بتستخدم في ال computer-aided design فى ال
+
+245
+00:19:53,700 --> 00:19:59,600
+computer-aided manufacturing فى master cam فى عند
+
+246
+00:19:59,600 --> 00:20:05,950
+clear cutفي برامج CNC، في برامج لل rapid
+
+247
+00:20:05,950 --> 00:20:11,030
+prototyping زي ال 3D printing مثلا في برامج لل
+
+248
+00:20:11,030 --> 00:20:13,410
+engineering analysis and simulation زي برنامج ..
+
+249
+00:20:13,410 --> 00:20:16,750
+برامج ال finite element analysis زي برنامج abacus
+
+250
+00:20:16,750 --> 00:20:23,870
+زي برنامج ansys، برنامج IDs، في برامج بتكون ضمن
+
+251
+00:20:23,870 --> 00:20:27,940
+مثلا ال ansys لل flow the flowفى برامج لل dynamic
+
+252
+00:20:27,940 --> 00:20:33,200
+analysis زى simulation X زى ال Adams فى برامج لل
+
+253
+00:20:33,200 --> 00:20:37,800
+.. لل hydraulics و pneumatics زى automation studio
+
+254
+00:20:37,800 --> 00:20:41,780
+فى برضه بلزمك ك engineer اللى هو ال math solvers
+
+255
+00:20:41,780 --> 00:20:46,280
+زى ال spreadsheet زى ال Excel زى لغات البرامج
+
+256
+00:20:46,280 --> 00:20:50,880
+التقليدية ال C++ ال Java ال Python فى كتير برامج
+
+257
+00:20:50,880 --> 00:20:56,330
+ممكن تلزمكممكن برنامج زي ال Math Lab أو ال
+
+258
+00:20:56,330 --> 00:21:00,090
+Mathematica أو ال Mable برضه يعني انا افضل اي
+
+259
+00:21:00,090 --> 00:21:05,410
+مهندس لازم يعرف at least واحد من كل مجموعة يعني
+
+260
+00:21:05,410 --> 00:21:08,270
+لازم يكون يعرف مثلا .. يعرفه كويس برنامج في ال
+
+261
+00:21:08,270 --> 00:21:12,050
+computer-aided design برنامج في ال computer-aided
+
+262
+00:21:12,050 --> 00:21:15,650
+manufacturing في ال engineering analysis زي Ansys
+
+263
+00:21:15,650 --> 00:21:20,310
+او Abacus في ال math زي Math Lab او Mathematica او
+
+264
+00:21:20,310 --> 00:21:20,790
+Mable
+
+265
+00:21:24,810 --> 00:21:27,690
+طبعا لما تيجي تعمل عملية تصميم يحتاج لبيانات،
+
+266
+00:21:27,690 --> 00:21:32,530
+البيانات هذه متوفرة ومتاحة فيها العديد من المصادر،
+
+267
+00:21:32,530 --> 00:21:35,750
+المصادر المتاحة عندنا المكتبات سواء كانت مكتبات
+
+268
+00:21:35,750 --> 00:21:40,050
+العامة، المكتبات الخاصة، المكتبات الموجودة على ال
+
+269
+00:21:40,050 --> 00:21:44,610
+internet، مكتبات الجامعات، المكتبات التابعة لل ..
+
+270
+00:21:44,610 --> 00:21:49,450
+للحكومة أو المكتبات المركزيةطبعا في المكتبات هتشوف
+
+271
+00:21:49,450 --> 00:21:53,790
+engineering hand box، text box، المجلات العلمية،
+
+272
+00:21:53,790 --> 00:21:59,390
+البراءات، الاختراع و الاخره في مصادر حكومية،
+
+273
+00:21:59,390 --> 00:22:03,230
+الحكومة عادة بتطلع كتير من التقارير مثلا وزارة
+
+274
+00:22:03,230 --> 00:22:07,030
+الزراعة بتطلعلك .. بتطلعلك مثلا تقارير عن المنتجات
+
+275
+00:22:07,030 --> 00:22:12,050
+الزراعيةوالأجهزة المستخدمة في الزراعة أو المنتجات
+
+276
+00:22:12,050 --> 00:22:16,250
+المطلوبة في مثلا في التسميج في الوقاية من الأمراض
+
+277
+00:22:16,250 --> 00:22:20,770
+ففي تقارير مثلا دارة الإحصاء مثلا بتطلع تقارير
+
+278
+00:22:20,770 --> 00:22:27,290
+كتير مفيدة قد تلزم في عملية التصميميعني مثلا انا
+
+279
+00:22:27,290 --> 00:22:33,070
+بتطور الجهاز عشان ياخد عينات مثلا لمرضى السكر،
+
+280
+00:22:33,070 --> 00:22:38,910
+عينات دم لمرضى السكر، مش انا .. انا كمصمم بحكي،
+
+281
+00:22:38,910 --> 00:22:46,390
+محتاج احصائيات عن عدد مرضى السكر في منطقة معينةأو
+
+282
+00:22:46,390 --> 00:22:50,830
+في العالم أو في دولة معينة بل جاء للتقارير الصادر
+
+283
+00:22:50,830 --> 00:22:54,590
+عن وزارة الصحة أو في حتة حاليا مواقع الانترنت
+
+284
+00:22:54,590 --> 00:22:59,230
+متخصصة بتطلع تقارير في مجالات محددة مثلا لو بدي
+
+285
+00:22:59,230 --> 00:23:02,410
+أعرف عدد ال .. ال .. أو إحصائيات عن مرضى السكر في
+
+286
+00:23:02,410 --> 00:23:07,260
+العالم ممكن أروح لمنظمة الصحة العالميةنزل تقارير
+
+287
+00:23:07,260 --> 00:23:13,400
+في كل دولة و في كل عالم و التوزيعات ال .. ال .. ال
+
+288
+00:23:13,400 --> 00:23:18,640
+.. الاحصائية ل .. لأمراض معينة ففي عند ال
+
+289
+00:23:18,640 --> 00:23:23,400
+government sources عند ال professional societies
+
+290
+00:23:23,400 --> 00:23:26,520
+زي ال American Society of Mechanical Engineers
+
+291
+00:23:26,520 --> 00:23:30,020
+Society of Manufacturing Engineerssociety of
+
+292
+00:23:30,020 --> 00:23:33,020
+automotive engineers تقري أحنا معظم تعرضنا في
+
+293
+00:23:33,020 --> 00:23:38,280
+منطقة فلسطين والشرق الأوسط ليعني تعاملنا مع
+
+294
+00:23:38,280 --> 00:23:41,380
+المنظمات أو النظام الأمريكي يعني American Society
+
+295
+00:23:41,380 --> 00:23:45,080
+of Mechanical Engineers ال society of welding
+
+296
+00:23:45,080 --> 00:23:51,410
+engineersلكن أنا بنصح في جديد يعني او من فترة سنة
+
+297
+00:23:51,410 --> 00:23:55,730
+سنتين اكتشفت انه في روسيا في عندهم شغل كتير و احنا
+
+298
+00:23:55,730 --> 00:24:01,350
+شبه ماتتعاملش مع المنتجات الروسية و عندهم ابحاث بس
+
+299
+00:24:01,350 --> 00:24:07,870
+معظمها باللغة الروسيةفيعني المفروض يصير التوجه أنه
+
+300
+00:24:07,870 --> 00:24:13,390
+احنا نتعلم ليس فقط اللغة الإنجليزية، إضافة لغة ..
+
+301
+00:24:13,390 --> 00:24:16,710
+لغة العربي المفروض مثلا تعرف at least لغة إنجليزية
+
+302
+00:24:16,710 --> 00:24:20,370
+عشان موضة الأبحاث اللغة الإنجليزية، في مثلا كنت
+
+303
+00:24:20,370 --> 00:24:24,630
+بحتاج شغلات معينة، موضوعات معينة، ماليتهاش في
+
+304
+00:24:24,630 --> 00:24:28,760
+الإنجليزي، لايتها تفاصيل أكتر في أبحاث روسيةطبعا
+
+305
+00:24:28,760 --> 00:24:31,480
+باضحة بتترجم على Google بس ال Google بيعطي ال cash
+
+306
+00:24:31,480 --> 00:24:37,160
+في الترجمة الدقيقة، في اللي هو الشركات، الشركات
+
+307
+00:24:37,160 --> 00:24:41,780
+بتعطي catalogs، catalogات، بعض ال catalogات
+
+308
+00:24:41,780 --> 00:24:46,580
+بتعطيلك آليات للتصميم والاختيار لبعض القطع
+
+309
+00:24:46,580 --> 00:24:49,900
+الميكانيكية ممكن تعطيلك .. تعطيلك experimental
+
+310
+00:24:49,900 --> 00:24:55,370
+dataالأكثر نحكي كرما في أعطاء المعلومات اللي هي
+
+311
+00:24:55,370 --> 00:25:00,950
+ممكن أحكي الشركات الأمريكية، الروس بيعطوا يعني
+
+312
+00:25:00,950 --> 00:25:04,150
+معلومات كويسة، ال internet بشكل عام، ال internet
+
+313
+00:25:04,150 --> 00:25:11,150
+حاليا فيها كام هائل من المعلومات، بس اقرأ و اتعلم
+
+314
+00:25:11,850 --> 00:25:16,750
+سواء كانت يعني معلومات على شكل PDF files،
+
+315
+00:25:16,750 --> 00:25:20,410
+PowerPoint presentations، reports، على شكل صور،
+
+316
+00:25:20,410 --> 00:25:24,930
+على شكل فيديوهات، فيه معلومات كتير متاحة على ال
+
+317
+00:25:24,930 --> 00:25:28,190
+internet، هذه المصاد المعلومات المتاحة لعملية
+
+318
+00:25:28,190 --> 00:25:33,210
+التصميمأنا هنا بعرض useful internet sites يعني هذه
+
+319
+00:25:33,210 --> 00:25:37,730
+اللي هي مواقع مشهورة اللي هي علاقة في الهندسة بشكل
+
+320
+00:25:37,730 --> 00:25:41,990
+عام و الهندسة الميكانيكية بشكل خاص، هذه مش كل شيء،
+
+321
+00:25:41,990 --> 00:25:46,290
+يعني مثلا موقع كتير مشهور global spec، في عندي
+
+322
+00:25:46,290 --> 00:25:51,730
+موقع free patent online، في موقع البراءات اللي
+
+323
+00:25:51,730 --> 00:25:56,730
+اختراعت في أمريكا اللي هو uspto.gov، في طبعا عند
+
+324
+00:25:56,730 --> 00:26:01,900
+..مجموعة بسيطة حاليا فيه آلاف المواقع المتاحة
+
+325
+00:26:10,300 --> 00:26:17,340
+الان المهندس التصميم .. التصميم تقع عليه يعني على
+
+326
+00:26:17,340 --> 00:26:21,620
+كهله مجموعة من المسئوليات أول شيء المهندس التصميم
+
+327
+00:26:21,620 --> 00:26:29,940
+لازم يحقق احتياجات لزبون تبعه بطريقة
+
+328
+00:26:29,940 --> 00:26:36,700
+منافسة، بطريقة مسئولة، بطريقة أخلاقية، بطريقة
+
+329
+00:26:36,700 --> 00:26:41,560
+احترافيةطبعا في بعض المصائح لل professional
+
+330
+00:26:41,560 --> 00:26:45,660
+engineers لازم انت تكون انت be competent لازم تكون
+
+331
+00:26:45,660 --> 00:26:50,740
+دايما منافس اتطور حالك اول باول لازم تكون keep
+
+332
+00:26:50,740 --> 00:26:54,480
+current in the field of practice جدد اقرأ دايما
+
+333
+00:26:54,480 --> 00:26:59,100
+اعمل زيارات اتفرج على videos يعني دايما اتطور
+
+334
+00:26:59,100 --> 00:27:03,280
+قدرتك بشكل مستمر اتعلم برامج تصميم برامج محكاء
+
+335
+00:27:03,280 --> 00:27:09,990
+جديدةkeep good documentation، هذا مهم كتير كتير،
+
+336
+00:27:09,990 --> 00:27:15,010
+الان الاشي اللي في الراس على الأغلب بنتسه، دايما
+
+337
+00:27:15,010 --> 00:27:19,450
+اكتب ووثق، انا شخصيا عندي دفاتر يمكن اللي لها
+
+338
+00:27:19,450 --> 00:27:25,260
+تلاتين سنة، والله يعني بفتش فيها كل شي بكتبهبش ..
+
+339
+00:27:25,260 --> 00:27:31,700
+بشوف حالة كاتب شغلات لو يعني مفيدة جدا غير قابلة
+
+340
+00:27:31,700 --> 00:27:36,060
+لانسيان و في الآخرها تعتبر ايش تاريخ لمجهوداتك على
+
+341
+00:27:36,060 --> 00:27:42,300
+طول حياتكensure good and timely communication لازم
+
+342
+00:27:42,300 --> 00:27:50,940
+تتواصل مع زبانك بطريقة لائقة و بمواعيد محددة act
+
+343
+00:27:50,940 --> 00:27:55,040
+professionally and ethically يعني لازم تعرض منتجك
+
+344
+00:27:55,040 --> 00:27:59,860
+بطريقة أخلاقية مايكونش هدفك الربح إذا ال .. الزبون
+
+345
+00:27:59,860 --> 00:28:06,780
+بتاعك طلب منك منتج معين يعمل غرض معين إذا بنفعش
+
+346
+00:28:06,780 --> 00:28:11,220
+يحكي له بنفعشما تحكيش هو بده جهاز و أنا أعمله ياه
+
+347
+00:28:11,220 --> 00:28:17,700
+و أبيعه، لأ، إذا بنفع، كل واحد بنفع بكلفة كذا، بدك
+
+348
+00:28:17,700 --> 00:28:26,460
+أنك تتصرف بشكل professional، ما تكونش محظوظ، إذا
+
+349
+00:28:26,460 --> 00:28:29,960
+احتجت لخبرات، مثلا ال .. ال .. ال .. الزبون طلب
+
+350
+00:28:29,960 --> 00:28:35,940
+إشي معين منك، منتج معينانت عندك مجموع من الخبرات،
+
+351
+00:28:35,940 --> 00:28:38,380
+مثلا انت بتلبّي خمسين، ستين في النهار من الخبرات
+
+352
+00:28:38,380 --> 00:28:42,620
+لإنجاز المشروع، مش في ضرورة تكون كل شي عندك، انت
+
+353
+00:28:42,620 --> 00:28:45,160
+لازم تستعيني بخبرات تانية
+
+354
+00:28:49,500 --> 00:28:51,660
+في عند ال national society of professional
+
+355
+00:28:51,660 --> 00:28:56,980
+engineers ال NSPE طبعت اللي هو معيير الأخلاقيات
+
+356
+00:28:56,980 --> 00:29:04,860
+المهنة للمهندسين الصفحة موقعها www.nspe.org slash
+
+357
+00:29:04,860 --> 00:29:05,280
+ethics
+
+358
+00:29:11,150 --> 00:29:18,330
+طبعا في عندي اللي هو مؤشرات أخلاقية في الممارسة
+
+359
+00:29:18,330 --> 00:29:23,790
+الاحترافية للمهندسين، يعني في عندي اللي هو يعني ست
+
+360
+00:29:23,790 --> 00:29:28,920
+مبادئ رئيسية لازم المهندسين يلتزموافي يعني على
+
+361
+00:29:28,920 --> 00:29:33,220
+مدار حياتهم المهنية فيها أول إشي يعني hold
+
+362
+00:29:33,220 --> 00:29:36,100
+paramount safety health and welfare of the public
+
+363
+00:29:36,100 --> 00:29:44,660
+لما تعمل design لازم تهتم بالصحة و الصحة العامة و
+
+364
+00:29:44,660 --> 00:29:48,880
+الأمان للعامة لازم تعمل منتجات آمنة لازم تعمل
+
+365
+00:29:48,880 --> 00:29:52,920
+منتجات ماضرش بالبيئة المحيطة
+
+366
+00:29:55,400 --> 00:29:58,160
+perform services only in areas of their
+
+367
+00:29:58,160 --> 00:30:03,060
+competence، يعطي خدمات في مجال الخبرات بتاعتك اللي
+
+368
+00:30:03,060 --> 00:30:07,420
+أنت بتكون فيها منافس، إذا عطيت خدمات في مجال أنت
+
+369
+00:30:07,420 --> 00:30:13,220
+مش منافس، أنت ضيف، هذا هيضرك أكتر ما هينفعكissue
+
+370
+00:30:13,220 --> 00:30:15,660
+public statements only in an objective and
+
+371
+00:30:15,660 --> 00:30:22,140
+truthful manner يعني لما تطلع تصريحات للعامة
+
+372
+00:30:22,140 --> 00:30:26,240
+تصريحات سواء كانت صحيفية او لجهات حكومية او غير
+
+373
+00:30:26,240 --> 00:30:32,160
+حكومية احكي الاشي بطريقة موضوعيةمش بطريقة يعني
+
+374
+00:30:32,160 --> 00:30:37,400
+تكون يعني شغل .. بيع .. كلام مش مفيد، اعطيلهم بشكل
+
+375
+00:30:37,400 --> 00:30:44,700
+أرقام، إحصائيات، بشكل دقيق، دائما ما تكونش في ..
+
+376
+00:30:44,700 --> 00:30:48,340
+انت في المنطقة الضبابية، انت ما بتعملش مفوضات
+
+377
+00:30:48,340 --> 00:30:52,980
+سياسية مع خصم، انت بتعمل منتجات بتفيد الناس، صار
+
+378
+00:30:52,980 --> 00:30:57,400
+خطأ ما طلع التصريح أو المعلومة للناس بشكل دقيق
+
+379
+00:30:57,400 --> 00:30:58,600
+وبشكل صحيح
+
+380
+00:31:01,070 --> 00:31:05,050
+أربع act for each employer or client as faithful
+
+381
+00:31:05,050 --> 00:31:09,030
+agents or trustees أي زبون أجالك هو واثق فيك،
+
+382
+00:31:09,030 --> 00:31:13,370
+هعطيك يعني ثقة و بالتالي انت برضه لازم تعطيله ثقة
+
+383
+00:31:13,370 --> 00:31:18,190
+انت مؤتمن على تصميمته و ال .. لأنه ممكن هو تصميم
+
+384
+00:31:18,190 --> 00:31:22,430
+جديد او فكرة جديدة فانت لازم تكون أمين او يعني مع
+
+385
+00:31:22,430 --> 00:31:29,950
+الزبون اللي شغال معاه avoid deceptive actsتجنب انك
+
+386
+00:31:29,950 --> 00:31:33,870
+تعطي معلومات مضللة او معلومات كاذبة
+
+387
+00:31:38,880 --> 00:31:44,900
+لازمش رقم ستة ال .. يعني ال .. المهندسين يتصرفوا
+
+388
+00:31:44,900 --> 00:31:49,840
+في .. على مدار مهنتهم بالشكل بأمانة، بمسئولية،
+
+389
+00:31:49,840 --> 00:31:56,080
+بطريقة أخلاقية، بطريقة قانونية، انت لو عملت زي هيك
+
+390
+00:31:56,080 --> 00:32:00,840
+بتساعدش نفسك فقط، انت بترفع مستوى المهنة، اذا انت
+
+391
+00:32:00,840 --> 00:32:07,000
+كنتمش احترافي في شغلك مش أمين في عندك مشاكل
+
+392
+00:32:07,000 --> 00:32:11,760
+أخلاقية في شغلك معناته انت بتأذيش حالك بس بتأذي
+
+393
+00:32:11,760 --> 00:32:16,360
+اللي هو المجتمع والمهندسين فانت يا اما بترفعهم او
+
+394
+00:32:16,360 --> 00:32:27,020
+بتنزلهم فانت لازم تكون رافع للمهنة تاعتك هنحكي
+
+395
+00:32:27,020 --> 00:32:33,050
+عن ال standards و ال codesال standard هي is a set
+
+396
+00:32:33,050 --> 00:32:38,050
+of specifications for parts, materials or
+
+397
+00:32:38,050 --> 00:32:45,840
+processes يعني مثلا العينة فحص الشد فحص الشدالها
+
+398
+00:32:45,840 --> 00:32:51,020
+شكل standard معياري الهدف من ال standard بنفعش
+
+399
+00:32:51,020 --> 00:32:55,540
+والله أعمل عينة مثلا ل .. بتدافع حصة نقوة شد
+
+400
+00:32:55,540 --> 00:33:00,860
+الحديد لازم العينة تكون standard عشان يكون النتائج
+
+401
+00:33:00,860 --> 00:33:05,740
+متجانسة و تعطي نفس الكفاءة و أقدر أقارن بين عينا
+
+402
+00:33:05,740 --> 00:33:08,480
+عملت في الصين و عينا عملت مثلا في أمريكا، بين عينا
+
+403
+00:33:08,480 --> 00:33:11,670
+عملت فيفي اليابان وعينا العينا المولود في روسيا
+
+404
+00:33:11,670 --> 00:33:15,750
+لان احنا لازم نلتزم بال standard بتاعة العينا
+
+405
+00:33:15,750 --> 00:33:22,110
+المعيارية ال code هو is a set of specifications
+
+406
+00:33:22,110 --> 00:33:24,250
+for the analysis, design, manufacture and
+
+407
+00:33:24,250 --> 00:33:28,550
+construction of something ال code مثلًا على ال
+
+408
+00:33:28,550 --> 00:33:37,710
+code مثلًا طريقة اختيار وتصميم ال bearingفي طريقة
+
+409
+00:33:37,710 --> 00:33:42,610
+معينة خطوات معينة حد بسميها إيش code طيب أليه
+
+410
+00:33:42,610 --> 00:33:47,650
+تنفيذ فحص الشد؟ احنا حكينا عينة الشد standard لكن
+
+411
+00:33:47,650 --> 00:33:56,310
+طريقة تنفيذ فحص الشد code يعني من ال code أنه
+
+412
+00:33:56,310 --> 00:34:00,930
+أمسكها بطريقة معينة همسكها مثلا بطريقة معينة اشدها
+
+413
+00:34:00,930 --> 00:34:05,550
+بمعدل مثلا واحد ملي متر مثلا في الدقيقة مثلا هذا
+
+414
+00:34:05,550 --> 00:34:10,960
+من ال codeمعناته فيها فى فرق بين ال code ايش و ال
+
+415
+00:34:10,960 --> 00:34:16,560
+standards طبعا
+
+416
+00:34:16,560 --> 00:34:20,660
+فى منظومات مختصة بتصدر مجموعة من ال .. ال .. ال
+
+417
+00:34:20,660 --> 00:34:24,400
+codes زى مثلا ال American Bearing Manufacturing
+
+418
+00:34:24,400 --> 00:34:27,860
+Association هذه مختصة في ال .. ال codes و ال
+
+419
+00:34:27,860 --> 00:34:35,080
+standards لل bearings مثلا زى ال .. ال ..ال .. ال
+
+420
+00:34:35,080 --> 00:34:39,460
+.. ال American Society of Heating, Refrigeration
+
+421
+00:34:39,460 --> 00:34:42,500
+and Air Conditioning Engineers اللي هي قاشرة في ال
+
+422
+00:34:42,500 --> 00:34:45,220
+.. في ال .. تصدر ال codes و ال standards .. و ال
+
+423
+00:34:45,220 --> 00:34:49,440
+standards المتعلقة في عمليات التبريد و التكييف
+
+424
+00:34:53,830 --> 00:34:56,430
+مثلا American Society of Testing and Materials
+
+425
+00:34:56,430 --> 00:34:59,970
+بتاعت مثلا ال .. كل ال codes و ال standards،
+
+426
+00:34:59,970 --> 00:35:03,150
+العمليات، الفحص، كل ما يتعلق بيانات الفحص، سواء من
+
+427
+00:35:03,150 --> 00:35:08,110
+فحص الحديد، فحص الألمنيوم، فحص الذرع، أي إشي إله
+
+428
+00:35:08,110 --> 00:35:10,430
+.. إله standard و إله code
+
+429
+00:35:16,260 --> 00:35:19,520
+طبعا في عملية التصميم الناحية الاقتصادية وعنصر
+
+430
+00:35:19,520 --> 00:35:24,560
+التكلفة مهم كتير ال cost يعني عامل مهم في ال
+
+431
+00:35:24,560 --> 00:35:29,420
+engineering design في الآخر انا لازم اعمل منتج
+
+432
+00:35:29,420 --> 00:35:34,440
+الذبائن المتوقعين يكونوا قادرين على شراءه من ضمن
+
+433
+00:35:34,440 --> 00:35:39,020
+إمكانياتهم فبالتالي انابدأ أصمم بحيث يكون عملية
+
+434
+00:35:39,020 --> 00:35:45,180
+التصميم أو عملية التصنيع رخيصة أختار مواد تكون
+
+435
+00:35:45,180 --> 00:35:50,100
+أرخص قدر الإمكان بما لا يؤثر طبعا على الكفاءة و
+
+436
+00:35:50,100 --> 00:35:54,980
+الجودةطبعا أول خطوة في تقليل ال cost اللي هي
+
+437
+00:35:54,980 --> 00:35:59,660
+أستخدم اللي هو ال .. ال .. المقاسات المعيارية
+
+438
+00:35:59,660 --> 00:36:04,420
+standard sizes في الكتاب ماعطيكوا table A 17
+
+439
+00:36:04,420 --> 00:36:08,120
+ماعطين اللي هو .. اللي هو ال standard sizes بال
+
+440
+00:36:08,120 --> 00:36:12,520
+millimeter و .. و بال .. بال inches يعني مثلا
+
+441
+00:36:12,520 --> 00:36:18,020
+بتحتيلي مثلا في ال millimeterممكن تحكي فيه عندي
+
+442
+00:36:18,020 --> 00:36:21,780
+one point four millimeter، عندي two millimeter،
+
+443
+00:36:21,780 --> 00:36:26,300
+عندي احداشر، اتناشر، اربعتاشر حاول إذا فيه إشي
+
+444
+00:36:26,300 --> 00:36:33,620
+مقاس جاهز، يعني انت صممت قطعة طلع مثلا قطرها تسعة
+
+445
+00:36:33,620 --> 00:36:40,700
+ملي وفيش في المخازن أو الموجود المتاح في الأسواق
+
+446
+00:36:40,700 --> 00:36:48,410
+عشرة ملي، غير التصميم، خد عشرةلأن إذا خدت عشرة أو
+
+447
+00:36:48,410 --> 00:36:52,390
+جبت عشرة و بدك مصر على تسعة هتخش عملية تصنيع عشان
+
+448
+00:36:52,390 --> 00:36:55,970
+توصل إلى تسعة هتخش عملية تصنيع عملية معالجة هتضيف
+
+449
+00:36:55,970 --> 00:37:05,910
+تكلفة كتير عليك فحاول تستخدم standard sizes ال
+
+450
+00:37:05,910 --> 00:37:15,070
+.. زي ما تشوفين على ال graphال cost التكلفة بتعتمد
+
+451
+00:37:15,070 --> 00:37:19,860
+على مدى الدقة tolerancesيعني و الترانصف بتعتمد على
+
+452
+00:37:19,860 --> 00:37:25,060
+عملية التصنيع لو احنا أخد عمليات الخراطة مثلا في
+
+453
+00:37:25,060 --> 00:37:28,240
+عندي ال rough cutting اللي هو القطع الخشن مافيش
+
+454
+00:37:28,240 --> 00:37:33,200
+فيه دقة كتير فهتكون التكلفة بتاعته منخفضة لو روحت
+
+455
+00:37:33,200 --> 00:37:39,360
+ل semi-finish turning خراطة semi-finish معناته
+
+456
+00:37:39,360 --> 00:37:44,360
+هتاخد وقت أكتر وجهد أكتر معناته التكلفة إيه
+
+457
+00:37:44,360 --> 00:37:50,440
+شمالها؟هتزيد لو بدي أخد والله يعني finish عالي
+
+458
+00:37:50,440 --> 00:37:53,820
+جدا، grinding، معناته برضه تكلف إش بترتفع، هو
+
+459
+00:37:53,820 --> 00:38:00,020
+معناته ال cost is a function of اللي هو دقة الشغل
+
+460
+00:38:00,020 --> 00:38:03,780
+اللي بدي أطلعه بغض نظر عملية التصنيع
+
+461
+00:38:13,530 --> 00:38:18,470
+طيب نكتفي لحد هنا المحاضرة اللي جاي بن .. بنحل
+
+462
+00:38:18,470 --> 00:38:23,730
+example واضح اللي هي عناصر التكلفة الاقتصادية،
+
+463
+00:38:23,730 --> 00:38:24,370
+تكفونا على كده
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g.srt
new file mode 100644
index 0000000000000000000000000000000000000000..8496db8ce2f9558536e5834f9d8e2becaf7bb5c7
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g.srt
@@ -0,0 +1,1426 @@
+1
+00:00:05,160 --> 00:00:08,060
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,060 --> 00:00:12,840
+وبركاته، هنكمل في مادة تصميم الآلات واحد، المحاضرة
+
+3
+00:00:12,840 --> 00:00:19,220
+الماضية كنا نحكي على حساب ال stresses في beams أو 
+
+4
+00:00:19,220 --> 00:00:23,860
+straight beams وكان ال moment حوالين محور واحد،
+
+5
+00:00:23,860 --> 00:00:29,030
+اللي هي محور Z، اليوم هنحكي على ال stresses في حالة
+
+6
+00:00:29,030 --> 00:00:33,190
+أنها two planes of bending يعني ال planes of
+
+7
+00:00:33,190 --> 00:00:38,730
+bending في المستويين ال XY plane و ال XZ plane
+
+8
+00:00:38,730 --> 00:00:44,070
+يعني في moment حوالين ال Z و في moment حوالين ال Y
+
+9
+00:00:44,070 --> 00:00:47,390
+طبعًا
+
+10
+00:00:47,390 --> 00:00:49,290
+إذا كانت ال cross section symmetric
+
+11
+00:00:53,390 --> 00:00:57,250
+هتكون ال normal stress sigma x مُعطاة بـ minus
+
+12
+00:00:57,250 --> 00:01:00,650
+M Z  على IZ زائد M Y على IY في حال كان ال cross
+
+13
+00:01:00,650 --> 00:01:07,690
+section  طبعًا المحصلة اللي هتكون اللي هي يعني two
+
+14
+00:01:07,690 --> 00:01:14,570
+stress components، وحدة دي و ل ال moment حوالين ال z
+
+15
+00:01:14,570 --> 00:01:19,740
+axis و وحدة دي و ل ال moment حوالين ال y axis
+
+16
+00:01:19,740 --> 00:01:23,800
+و المحصلة هتكون ال maximum bending stress 
+
+17
+00:01:23,800 --> 00:01:31,040
+M Y تربيع زائد M Z تربيع الكل تحت الجذر على 2، طبعًا في حالة
+
+18
+00:01:31,040 --> 00:01:36,500
+cross section مدورة، يعني ال cross section مدور
+
+19
+00:01:47,730 --> 00:01:52,530
+لو حكيت هذا ال Z و هذا ال Y، ما هي ال IY هتكون
+
+20
+00:01:52,530 --> 00:01:59,450
+تساوي ال IZ، صح؟ ال IY هتكون
+
+21
+00:01:59,450 --> 00:02:03,810
+تساوي ال IZ، هتكون
+
+22
+00:02:03,810 --> 00:02:13,270
+باي على أربعة و ستين دي أس أربعة، في الحلقة دي ال
+
+23
+00:02:13,270 --> 00:02:14,650
+sigma الكلية
+
+24
+00:02:17,550 --> 00:02:27,990
+هتكون M C على I، M حوالين Y تربيع زائد M
+
+25
+00:02:27,990 --> 00:02:36,850
+حوالين Z تربيع، في ال C اللي هي D على 2 على I اللي هي 
+
+26
+00:02:36,850 --> 00:02:44,250
+Pi على 4 D أس 4
+
+27
+00:02:44,250 --> 00:02:44,750
+ 
+28
+00:02:47,520 --> 00:02:52,880
+هتصفه 32 على 64، هتساوى 2
+
+29
+00:02:52,880 --> 00:03:01,060
+و 32 جذر التربيع، الى MY تربيع زائد M Z تربيع
+
+30
+00:03:01,060 --> 00:03:11,100
+على Y D تكعيب، هنشوف
+
+31
+00:03:11,100 --> 00:03:11,600
+مثال
+
+32
+00:03:21,740 --> 00:03:29,520
+مثال، عندي beam مقطع مستطيل، المقطع عرضه تلاتة أرباع 
+
+33
+00:03:29,520 --> 00:03:35,680
+انش و ارتفاع واحد و نص انش، عليه distributed load
+
+34
+00:03:35,680 --> 00:03:40,320
+قيمته خمسين pound force على الانش، بأثر بال
+
+35
+00:03:40,320 --> 00:03:44,980
+negative y-axis، و في  point load مركز قيمته one
+
+36
+00:03:44,980 --> 00:03:49,160
+hundred pound force، بأثر باتجاه ال negative z-axis
+
+37
+00:03:49,890 --> 00:03:51,770
+لحظة الـ Distributed Load بيعمل bending moment
+
+38
+00:03:51,770 --> 00:03:57,230
+حوالين الـ z-axis و ال load ال mid pound بيعمل
+
+39
+00:03:57,230 --> 00:04:08,650
+moment حوالين ال y-axis، الآن
+
+40
+00:04:08,650 --> 00:04:11,290
+المطلوب، طول ال beam طوله 8 انش for the cross
+
+41
+00:04:11,290 --> 00:04:13,770
+section shown between maximum tensile and
+
+42
+00:04:13,770 --> 00:04:16,070
+compressive bending stresses and where they act
+
+43
+00:04:20,630 --> 00:04:23,490
+للسكشن هذا، طبعًا، وهيكون دلوقتي عندي سكشن هذا
+
+44
+00:04:23,490 --> 00:04:27,390
+maximum أو يوجد ال maximum tensile stress و ال
+
+45
+00:04:27,390 --> 00:04:38,370
+maximum compressive stress و أين يأثرون؟ طيب
+
+46
+00:04:38,370 --> 00:04:44,870
+أول
+
+47
+00:04:44,870 --> 00:04:48,610
+شيء عندي سكشن AB، في عندي ال M حوالين ال Z كمية تقريبًا
+
+48
+00:04:48,610 --> 00:04:49,030
+الساوية
+
+49
+00:04:52,430 --> 00:04:59,950
+M حوالين ال Z ده شو يساوي اللي 
+
+50
+00:04:59,950 --> 00:05:08,710
+هو ده خمسين في ثمانية و بأثر في النصف، خمسين في
+
+51
+00:05:08,710 --> 00:05:14,910
+ثمانية في أربعة صح؟
+
+52
+00:05:18,580 --> 00:05:25,180
+يعني خمسين في أربعة، 200 في ثمانية، ألف وستمائة
+
+53
+00:05:25,180 --> 00:05:29,280
+pound
+
+54
+00:05:29,280 --> 00:05:36,420
+انش، وال
+
+55
+00:05:36,420 --> 00:05:41,640
+M حوالين ال Y لأ 
+
+56
+00:05:41,640 --> 00:05:44,740
+أنا حكيت القيمة بتاعتها ال M Y
+
+57
+00:05:48,650 --> 00:05:53,610
+طبعًا ال moment هذه بتعمل السطح العلوي ايش بتعمله
+
+58
+00:05:53,610 --> 00:05:59,470
+محدد يعني tension، وهتكون minus زي ما حكيت ال MY
+
+59
+00:05:59,470 --> 00:06:09,410
+هتكون 100 pound force في
+
+60
+00:06:09,410 --> 00:06:14,490
+ثمانية صح؟ يعني
+
+61
+00:06:14,490 --> 00:06:15,550
+هتكون تمامًا 800 pound
+
+62
+00:06:18,560 --> 00:06:24,320
+في انش لو
+
+63
+00:06:24,320 --> 00:06:28,080
+خدت ال cross section وطلعته برا هنا
+
+64
+00:06:51,140 --> 00:07:00,760
+طبعًا هاي ال z axis أنا بتطلع من هنا و هاي
+
+65
+00:07:00,760 --> 00:07:07,240
+ال 
+
+66
+00:07:07,240 --> 00:07:13,880
+y axis طبعًا
+
+67
+00:07:13,880 --> 00:07:19,460
+هذه نقطة A و هذه ايش B
+
+68
+00:07:31,390 --> 00:07:34,490
+ال moment حوالي ال z axis بتخلي سطح هذا ايش من هذا
+
+69
+00:07:34,490 --> 00:07:40,710
+ال tension وهنا أنا هحكي هنا في tension tension
+
+70
+00:07:40,710 --> 00:07:49,450
+tension و بتاعة compression صح في النص
+
+71
+00:07:49,450 --> 00:07:54,190
+هنا zero هذا ال moment حوالي ال z axis، ال moment
+
+72
+00:07:54,190 --> 00:07:59,630
+حوالي ال y axis بتخلي سطح هذا ايش tension يعني
+
+73
+00:07:59,630 --> 00:08:00,710
+هيكون عندي هنا tension
+
+74
+00:08:05,120 --> 00:08:14,720
+tension tension، ال moment حوالين ال z axis في
+
+75
+00:08:14,720 --> 00:08:22,280
+ال negative z، يعني هذه اتجاهها هذه
+
+76
+00:08:22,280 --> 00:08:24,760
+ال m z
+
+77
+00:08:33,470 --> 00:08:37,450
+هي ال MZ واضح
+
+78
+00:08:37,450 --> 00:08:41,010
+أنها hand tension و hand compression لو طلعت عليها
+
+79
+00:08:41,010 --> 00:08:47,390
+ده حالة ال MY في
+
+80
+00:08:47,390 --> 00:08:52,510
+ال positive y axis هي
+
+81
+00:08:52,510 --> 00:08:52,890
+MY
+
+82
+00:08:59,360 --> 00:09:11,020
+يعني tension و compression يعني
+
+83
+00:09:11,020 --> 00:09:17,040
+خلونا نرسم، يعني لو حكيت ال M Z ألف وستمائة، يعني هاي
+
+84
+00:09:17,040 --> 00:09:20,640
+ألف وستمائة مثلًا و الأرموعة ثمانمائة
+
+85
+00:09:34,730 --> 00:09:45,070
+هذا المحصلة ال M صح طيب
+
+86
+00:09:45,070 --> 00:09:50,870
+عرفنا الاتجاهات، خلونا نحسب ال I، ال I حوالين ال Z هذه
+
+87
+00:09:50,870 --> 00:09:59,390
+point 7 5 الارتفاع
+
+88
+00:09:59,390 --> 00:09:59,830
+كله
+
+89
+00:10:08,980 --> 00:10:13,600
+واحد و نص انش ال
+
+90
+00:10:13,600 --> 00:10:20,580
+... ال I حوالين ال Z واحد
+
+91
+00:10:20,580 --> 00:10:30,820
+على 12 point 7 5 في واحد و نص تكعيب حيث
+
+92
+00:10:30,820 --> 00:10:31,180
+ساوي
+
+93
+00:10:39,510 --> 00:10:45,630
+تسيبوا ليها، و ال I حوالين ال Y هتكون واحد على
+
+94
+00:10:45,630 --> 00:10:53,430
+12 في واحد و نص في point 7 5 تكعيب
+
+95
+00:11:18,680 --> 00:11:24,760
+point كم الرقم؟ هي point 2 0 9 point 2
+
+96
+00:11:24,760 --> 00:11:31,140
+1 0 9 1
+
+97
+00:11:31,140 --> 00:11:39,920
+و ال IY point 0 5 2 7
+
+98
+00:12:09,380 --> 00:12:15,840
+طيب، طب وأنت تتوقع يكون ال stress maximum عند ايه؟
+
+99
+00:12:15,840 --> 00:12:19,560
+لأن ال tension مع tension بنجمع، وعند decompression
+
+100
+00:12:19,560 --> 00:12:21,960
+مع compression بنجمع
+
+101
+00:12:36,570 --> 00:12:47,270
+طيب، معناته ال ... ال ... ال sigma عند A هتساوي
+
+102
+00:12:47,270 --> 00:12:54,190
+أو
+
+103
+00:12:54,190 --> 00:13:00,090
+بشكل اللي عم نحكي ال sigma بس
+
+104
+00:13:00,090 --> 00:13:11,900
+هو M في C على I، صح؟ معنى الـ sigma عند A هيكون
+
+105
+00:13:11,900 --> 00:13:15,280
+M Z
+
+106
+00:13:15,280 --> 00:13:19,940
+في
+
+107
+00:13:19,940 --> 00:13:30,000
+C اللي هي point 7 5 على I Z زائد
+
+108
+00:13:43,480 --> 00:13:48,020
+M Y point 7 5 على 2، صح؟ اللي هي point 3
+
+109
+00:13:48,020 --> 00:14:00,380
+7 5 على I Y، ال MZ عندي اللي هي ألف وستمائة
+
+110
+00:14:00,380 --> 00:14:09,760
+في point 7 5 على IZ اللي هي point 2 1
+
+111
+00:14:09,760 --> 00:14:22,460
+0 9 زائد ال MY 800 في point 3 7 5
+
+112
+00:14:22,460 --> 00:14:29,680
+على IY اللي هي point 0 5
+
+113
+00:14:29,680 --> 00:14:31,880
+2 7
+
+114
+00:14:37,490 --> 00:14:43,190
+11383
+
+115
+00:14:43,190 --> 00:14:43,450
+ 
+
+116
+00:14:43,450 --> 00:14:44,030
+ 
+
+117
+00:14:44,030 --> 00:14:44,210
+ 
+
+118
+00:14:44,210 --> 00:14:44,510
+ 
+
+119
+00:14:44,510 --> 00:14:44,510
+ 
+
+120
+00:14:44,510 --> 00:14:52,550
+ 
+
+121
+00:14:52,550 --> 00:15:02,210
+ 
+
+122
+00:15:02,210 --> 00:15:09,850
+Sigma B هتكون نفس الشيء بس بالسالب صح، سيجما
+
+123
+00:15:09,850 --> 00:15:26,710
+B هتكون minus سيجما A، minus 11383 
+
+124
+00:15:26,710 --> 00:15:32,610
+psi هذا
+
+125
+00:15:32,610 --> 00:15:33,290
+المطلوب الأول
+
+126
+00:15:36,630 --> 00:15:55,730
+مطلوب الثاني إذا كان المقطع مدور، إذا 
+
+127
+00:15:55,730 --> 00:16:00,270
+كان المقطع مدور، إذا
+
+128
+00:16:00,270 --> 00:16:06,890
+كان المقطع مدور، هنحسب ال M الكلية مظبوط؟
+
+129
+00:16:06,890 --> 00:16:15,570
+التربيعي لـ MY تربيع زائد MZ تربيع، صح؟ 
+
+130
+00:16:15,570 --> 00:16:22,370
+التربيعي لـ 800 تربيع زائد
+
+131
+00:16:22,370 --> 00:16:26,490
+1600 تربيع، كم تطلع؟
+
+132
+00:16:34,260 --> 00:16:46,180
+و ال sigma هتكون M في C على I، يعني هتكون  32 M
+
+133
+00:16:46,180 --> 00:16:59,480
+على I D تكعيب، يعني هتكون 32 أما كم 1700
+
+134
+00:17:05,950 --> 00:17:14,550
+pound انش على
+
+135
+00:17:14,550 --> 00:17:27,870
+pi D أس 4 اللي هي واحد رابع أكمل 
+
+136
+00:17:27,870 --> 00:17:28,250
+بيطلع
+
+137
+00:17:36,380 --> 00:17:41,760
+9309 و شوية 9309 و 
+
+138
+00:17:41,760 --> 00:17:45,120
+شوية PSI
+
+139
+00:18:15,070 --> 00:18:18,390
+يعني مين بيتحمل أكثر؟ المقطع اللي مدور انش و ربع
+
+140
+00:18:18,390 --> 00:18:25,430
+و المقطع المستطيل واحد و نص في التلاتة أرباع؟ اللي مدور 
+
+141
+00:18:25,430 --> 00:18:30,210
+.. الـ stress level أقل بيبقى stress level أقل طيب
+
+142
+00:18:52,940 --> 00:18:55,880
+طيب إن أنا أشوف الـ shear stress for beams in
+
+143
+00:18:55,880 --> 00:18:58,560
+bending وإن فيه bending دائما أنت حاسس الـ bending
+
+144
+00:18:58,560 --> 00:19:02,080
+بيكون عندي shear الشير اللي بيسميه إيش الـ
+
+145
+00:19:02,080 --> 00:19:08,500
+transverse shear الـ transverse shear اللي هو tau
+
+146
+00:19:08,500 --> 00:19:17,060
+بيساوي VQ على I في B VQ على I في B الـ
+
+147
+00:19:19,340 --> 00:19:26,460
+على فرض المقطع مثلا مستطيل الـ B هي عرض القطعة و الـ
+
+148
+00:19:26,460 --> 00:19:34,320
+V الـ transfer shear و الـ Q عزم 
+
+149
+00:19:34,320 --> 00:19:40,450
+المساحة المتبقية أعلى النقطة تحت الدراسة حول الـ
+
+150
+00:19:40,450 --> 00:19:45,890
+z axis الـ q عزم المساحة المتبقية حول النقطة تحت
+
+151
+00:19:45,890 --> 00:19:53,790
+الدراسة حول الـ z axis طيب
+
+152
+00:19:53,790 --> 00:19:58,190
+في حالة نقطة مستطيل و الـ q يعني إيش تساوي إذا بدي
+
+153
+00:19:58,190 --> 00:20:03,130
+أدرس أنا عند ارتفاع y واحد احنا عزم المساحة 
+
+154
+00:20:03,130 --> 00:20:08,920
+المتبقية حول الـ z axis يعني هذه المساحة المتبقية
+
+155
+00:20:08,920 --> 00:20:15,780
+عزمها و حول الـ z axis هيكون الـ Q تكامل من Y1 لـ C
+
+156
+00:20:15,780 --> 00:20:27,580
+يعني لو كان المقطع مستطيل و
+
+157
+00:20:27,580 --> 00:20:31,700
+أنا بدي ارتفاع من Y1
+
+158
+00:20:35,910 --> 00:20:46,230
+بدي أحسب الـ Q هيكون تكامل Y طبعا هذه الـ Z axis
+
+159
+00:20:46,230 --> 00:20:49,630
+و هي
+
+160
+00:20:49,630 --> 00:20:58,830
+الـ Y axis فلو أخدت element اتفاقه
+
+161
+00:20:58,830 --> 00:21:02,450
+Dy
+
+162
+00:21:11,210 --> 00:21:19,890
+Y1 لـ C هتكون
+
+163
+00:21:19,890 --> 00:21:27,370
+صورة تكامل الـ Y dy
+
+164
+00:21:27,370 --> 00:21:37,230
+إيه العبارة عن إيه هيد بيه صح بيه
+
+165
+00:21:37,230 --> 00:21:50,330
+دي Y يعني هيكون من Y1 لـ C هيكون B على 2 Y تربيع من 
+
+166
+00:21:50,330 --> 00:21:59,670
+Y1 لـ C يعني هيكون B على 2 في C تربيع ناقص Y1
+
+167
+00:21:59,670 --> 00:22:04,590
+تربيع والـ
+
+168
+00:22:04,590 --> 00:22:07,930
+TAU VQ
+
+169
+00:22:09,560 --> 00:22:20,100
+على I في B والـ I شو يساوي؟ واحد على اثنا عشر BH
+
+170
+00:22:20,100 --> 00:22:27,600
+تكعيب H 
+
+171
+00:22:27,600 --> 00:22:37,120
+هنا هيكون V الـ Q اللي هي B على اثنين
+
+172
+00:22:40,020 --> 00:22:47,820
+في C تربيع ناقص Y واحد تربيع على
+
+173
+00:22:47,820 --> 00:22:56,200
+B في I اللي هي واحد على اثنا عشر B
+
+174
+00:22:56,200 --> 00:23:03,900
+H تكعيب يعني B مع B بتساوي ستة
+
+175
+00:23:07,070 --> 00:23:16,610
+V في C تربيع ناقص واحد تربيع
+
+176
+00:23:16,610 --> 00:23:23,110
+على BH تكعيب
+
+177
+00:23:37,470 --> 00:23:48,310
+آه الآن هو انطلق معتبر الـ H إيش يساوي اثنين 
+
+178
+00:23:48,310 --> 00:23:52,510
+C معتبر 
+
+179
+00:23:52,510 --> 00:24:02,310
+الـ H اثنين C عوض على الـ H وعمل شوية اختصارات بصحيح
+
+180
+00:24:02,310 --> 00:24:08,360
+اللي اللي أعطاه طب هو الـ A إيش يساوي الـ A بيساوي B
+
+181
+00:24:08,360 --> 00:24:15,320
+في اثنين C صح اللي هي الـ H تطلع الـ term دي
+
+182
+00:24:15,320 --> 00:24:18,780
+بتساوي ثلاثة V على اثنين A في واحد ناقص Y واحد على
+
+183
+00:24:18,780 --> 00:24:26,620
+C تربيع طبعا لو كانت Y واحد بتساوي C هذا الـ term 
+
+184
+00:24:26,620 --> 00:24:32,880
+ما يقع فيكون؟ معنى شير على الـ surface الخارجي صفر
+
+185
+00:24:32,880 --> 00:24:39,540
+هطول واحد صفر بال Sirendak الـ maximum shear بيكون
+
+186
+00:24:39,540 --> 00:24:43,340
+عند الـ neutral axis اللي هي بتطلع ثلاثة V على
+
+187
+00:24:43,340 --> 00:24:47,440
+اثنين A لأن 
+
+188
+00:24:47,440 --> 00:24:53,480
+جدول ثلاثة اثنين في الكتاب معطينا لمقاطع مختلفة الـ
+
+189
+00:24:53,480 --> 00:24:59,710
+average shear stress و الـ maximum shear stress
+
+190
+00:24:59,710 --> 00:25:05,910
+عندنا مقطع ندور مستطيل
+
+191
+00:25:05,910 --> 00:25:18,850
+نبوب و في عندي I beam الشكل 
+
+192
+00:25:18,850 --> 00:25:19,810
+اللي أنتو شايفينه
+
+193
+00:25:32,350 --> 00:25:42,910
+أنا عند beam can't
+
+194
+00:25:42,910 --> 00:25:53,010
+deliver وعليه concentrated load F وطوله
+
+195
+00:25:53,010 --> 00:25:56,430
+L
+
+196
+00:26:04,130 --> 00:26:10,830
+هي اللي حاولت أقول إن عندي رد فعل اللي هو F وفيه
+
+197
+00:26:10,830 --> 00:26:14,930
+moment M
+
+198
+00:26:14,930 --> 00:26:21,950
+صح الـ M شو بيساوي؟
+
+199
+00:26:21,950 --> 00:26:28,730
+FL و هي اللي حاولت أن أقول عندي Transition V شو 
+
+200
+00:26:28,730 --> 00:26:30,910
+بيساوي؟ F V
+
+201
+00:26:33,100 --> 00:26:47,200
+بيساوي F والمقطع مستطيل B 
+
+202
+00:26:47,200 --> 00:26:52,040
+في
+
+203
+00:26:52,040 --> 00:27:02,520
+H يعني 
+
+204
+00:27:05,520 --> 00:27:15,480
+عندي الـ section هذا عند أي نقطة أي نقطة هنا ارتفاع
+
+205
+00:27:15,480 --> 00:27:19,540
+Y واحد بيكون 
+
+206
+00:27:19,540 --> 00:27:24,280
+في عندي transverse shear و normal stress due to
+
+207
+00:27:24,280 --> 00:27:32,440
+bending الـ normal stress اللي هو sigma x
+
+208
+00:27:34,780 --> 00:27:44,480
+هيكون بيساوي M في Y واحد على
+
+209
+00:27:44,480 --> 00:27:56,300
+I صح؟ يعني هيكون بيساوي F في L في Y واحد I اللي
+
+210
+00:27:56,300 --> 00:28:02,820
+هي واحد على اثنا عشر BH تكعيب يعني هي بتساوي
+
+211
+00:28:06,430 --> 00:28:20,970
+اثنا عشر FL Y واحد على BH تكعيب وفيه transverse shear
+
+212
+00:28:20,970 --> 00:28:29,550
+stress اللي هو tau بيساوي
+
+213
+00:28:29,550 --> 00:28:41,270
+VQ على I في B VQ على I في B في
+
+214
+00:28:41,270 --> 00:28:47,730
+حالة مقطع مربع مستطيل كانت ثانو بالثاوية برضه
+
+215
+00:28:47,730 --> 00:28:52,050
+بالثاوية ثلاثة V على
+
+216
+00:28:52,050 --> 00:28:55,870
+اثنين A في 
+
+217
+00:28:55,870 --> 00:29:04,150
+واحد ناقص Y واحد تربيع على C تربيع يعني سيكون
+
+218
+00:29:04,150 --> 00:29:18,120
+بيساوي ثلاثة الفي اف على اثنين في الـ BH في 
+
+219
+00:29:18,120 --> 00:29:31,060
+واحد ناقص اللي
+
+220
+00:29:31,060 --> 00:29:32,220
+هو واي واحد
+
+221
+00:29:36,400 --> 00:29:41,000
+على الـ C تربيع
+
+222
+00:29:41,000 --> 00:29:48,360
+يعني لو رسمت stress element كان 
+
+223
+00:29:48,360 --> 00:30:03,900
+دي stress sigma X و
+
+224
+00:30:03,900 --> 00:30:04,520
+tau XY
+
+225
+00:30:07,920 --> 00:30:13,060
+خلينا نسميه من
+
+226
+00:30:13,060 --> 00:30:20,620
+مارس سيركل من مارس سيركل الـ
+
+227
+00:30:20,620 --> 00:30:23,440
+maximum shear stress تاش يكون الـ radius تا مارس
+
+228
+00:30:23,440 --> 00:30:31,460
+سيركل الـ radius تا مارس سيركل تاش يكون جذر التربيع
+
+229
+00:30:31,460 --> 00:30:37,580
+لـ Sigma X ناقص Sigma Y على اثنين الكل تربيع زائد
+
+230
+00:30:37,580 --> 00:30:47,280
+Tau XY تربيع صح؟ يعني هيكون هذا بيساوي Tau Max
+
+231
+00:30:47,280 --> 00:30:54,440
+يعني هيكون بيساوي جذر التربيع باسمها Sigma Y 
+
+232
+00:30:54,440 --> 00:31:04,410
+بيساوي صفر ستكون Sigma X تربيع على أربعة زائد tau 
+
+233
+00:31:04,410 --> 00:31:11,550
+XY تربيع حس
+
+234
+00:31:11,550 --> 00:31:21,270
+أو الجذر التربيعي لأ هنا نعوض عن سيجما X حيث أن عندي
+
+235
+00:31:21,270 --> 00:31:25,090
+هيكون مئة 
+
+236
+00:31:25,090 --> 00:31:32,500
+و أربعة وأربعين على أربعة ستة و ثلاثين صح هيكون ستة 
+
+237
+00:31:32,500 --> 00:31:38,680
+و ثلاثين ستة
+
+238
+00:31:38,680 --> 00:31:44,220
+و ثلاثين F
+
+239
+00:31:44,220 --> 00:31:52,620
+تربيع L تربيع Y تربيع على
+
+240
+00:31:52,620 --> 00:32:06,140
+B تربيع H الستة صح زي هيك زائد الـ 
+
+241
+00:32:06,140 --> 00:32:11,540
+tau XY التربيع 
+
+242
+00:32:11,540 --> 00:32:16,620
+اللي هتكون تسعة F 
+
+243
+00:32:16,620 --> 00:32:28,630
+تربيع على أربعة B تربيع H تربيع في واحد ناقص Y 
+
+244
+00:32:28,630 --> 00:32:37,550
+تربيع على C تربيع الكل تربيع خد تسعة F تربيع على
+
+245
+00:32:37,550 --> 00:32:42,210
+أربعة BH تربيع عامل إيش مشترك تطلع تحت الجذر
+
+246
+00:32:42,210 --> 00:32:50,850
+إيش يصير ثلاثة على اثنين ثلاثة F على 
+
+247
+00:32:50,850 --> 00:32:53,510
+اثنين
+
+248
+00:32:55,840 --> 00:33:08,180
+BH هالـ اثنين BH تحت الجذر عند التسعة F 
+
+249
+00:33:08,180 --> 00:33:14,560
+تربيع هالـ B تربيع H تربيع يعني هتصير عندك أربعة
+
+250
+00:33:14,560 --> 00:33:17,900
+الـ
+
+251
+00:33:17,900 --> 00:33:22,460
+تربيع Y تربيع 
+
+252
+00:33:26,070 --> 00:33:38,710
+على H أس أربعة صح على 
+
+253
+00:33:38,710 --> 00:33:44,490
+H أس أربعة زائد
+
+254
+00:33:44,490 --> 00:33:51,690
+تحت الواحد ناقص Y تربيع على C تربيع الكل تربيع 
+
+255
+00:33:55,490 --> 00:33:58,950
+هذا الترميل تبرة H تربيع في H تربيع يعني هذه هتكون 
+
+256
+00:33:58,950 --> 00:34:05,250
+H تربيع في
+
+257
+00:34:05,250 --> 00:34:12,130
+H تربيع حسينا 
+
+258
+00:34:12,130 --> 00:34:20,290
+إن هذه الثلاثة F على اثنين BH الجذر التربيعي 
+
+259
+00:34:20,290 --> 00:34:32,150
+أربعة في L على H الكل تربيع هذا مع هذا في Y تربيع 
+
+260
+00:34:32,150 --> 00:34:41,430
+على H تربيع الـ H إيش بيساوي اثنين 
+
+261
+00:34:41,430 --> 00:34:43,870
+C اثنين 
+
+262
+00:34:48,670 --> 00:34:59,150
+4C تربيع 4C تربيع يعني المهم يبدو فيه نخلت هنا تطلع
+
+263
+00:34:59,150 --> 00:35:09,030
+المعادلة الـ tau max يساوي 3F على 2BH جذر تربيع 4L
+
+264
+00:35:09,030 --> 00:35:15,130
+على H الكل تربيع Y على C الكل تربيع زائد واحد ناقص Y 
+
+265
+00:35:15,130 --> 00:35:20,030
+على C الكل تربيع الكل تربيع الـ term هذا هذا الـ
+
+266
+00:35:20,030 --> 00:35:26,070
+term هنكتب معادلة الـ
+
+267
+00:35:26,070 --> 00:35:32,030
+Y هو الـ tau max بيساوي
+
+268
+00:35:32,030 --> 00:35:47,010
+ثلاثة F على اثنين B H في الجذر التربيعي لـ أربعة في
+
+269
+00:35:47,010 --> 00:35:55,230
+الـ L على H الكل تربيع في الـ L على H الكل تربيع في Y
+
+270
+00:35:57,160 --> 00:36:01,740
+على الـ C الكل تربيع زائد
+
+271
+00:36:01,740 --> 00:36:11,100
+واحد ناقص Y تربيع على C تربيع الكل تربيع هذا الـ
+
+272
+00:36:11,100 --> 00:36:16,160
+term هذا الـ term هذا الـ due to transverse shear
+
+273
+00:36:16,160 --> 00:36:17,980
+stress صح transverse
+
+274
+00:36:20,000 --> 00:36:26,760
+shear stress و هذا الـ term due to normal stress and
+
+275
+00:36:26,760 --> 00:36:32,300
+due to bending normal stress normal stress due to 
+
+276
+00:36:32,300 --> 00:36:42,700
+bending normal stress due to bending ماشي 
+
+277
+00:36:42,700 --> 00:36:43,460
+القول هذا
+
+278
+00:36:52,150 --> 00:36:58,010
+مش مشكلة بصلاة الله براحتكم طيب الآن المعادلة إن
+
+279
+00:36:58,010 --> 00:37:03,210
+هي ثلاثة F اثنين BH تحت الجذر هذه due to normal 
+
+280
+00:37:03,210 --> 00:37:06,230
+stress و دي due to bending و هذي due لـ transverse
+
+281
+00:37:06,230 --> 00:37:16,490
+shear stress الآن إذا أنا بقاجي أعمل plot عندي
+
+282
+00:37:16,490 --> 00:37:17,970
+على المحور كـ L على H
+
+283
+00:37:21,230 --> 00:37:29,510
+هي الـ L و H ارتفاعها على المقطع باسمها slimness ratio
+
+284
+00:37:29,510 --> 00:37:39,070
+يعني درجة النحافة والمحور Y اللي هو maximum shear
+
+285
+00:37:39,070 --> 00:37:45,490
+stress عندها different curves عند Y على C بـتستوى
+
+286
+00:37:45,490 --> 00:37:50,770
+Y على C بـتساوى ثلث، Y على C بـتساوى ثلثين، و Y على C
+
+287
+00:37:50,770 --> 00:37:56,110
+بـتساوى واحد، الآن لما تكون Y على C بـتساوى صفر بيكونش
+
+288
+00:37:56,110 --> 00:38:03,210
+فيه bending صح عند الـ neutral axis بيكون فقط في
+
+289
+00:38:03,210 --> 00:38:10,470
+يدي transverse shear stress هذا Y على C بـتساوى صفر
+
+290
+00:38:10,470 --> 00:38:17,540
+بيكون الـ tau maximum قيمة ثابتة بغض النظر الـ Y تعمل
+
+291
+00:38:17,540 --> 00:38:23,700
+نفسه تلاتة F على اتنين BH بـتكون
+
+292
+00:38:23,700 --> 00:38:31,840
+قيمة τ ثابتة صح؟ و Y على C بـتساوى صفر هذه واحد
+
+293
+00:38:31,840 --> 00:38:41,710
+وهذه صفر بالصفر تلاتة F بـيعني عند Y على C، Y على c
+
+294
+00:38:41,710 --> 00:38:49,210
+بـتساوى صفر بـتكون الـ tau max بـتساوى
+
+295
+00:38:49,210 --> 00:39:01,050
+تلاتة f على اتنين bh يعني
+
+296
+00:39:01,050 --> 00:39:06,590
+قيمتها ثابتة على طول ليه هذا؟
+
+297
+00:39:06,590 --> 00:39:08,490
+طيب عند Y على C بـتساوى
+
+298
+00:39:16,130 --> 00:39:21,310
+واحد هذا التقرير ماذا يحصل فيه؟ zero يعني ليس لدي
+
+299
+00:39:21,310 --> 00:39:25,770
+transverse shear في السطح الخارجي بس بيكون لدي bending
+
+300
+00:39:25,770 --> 00:39:32,770
+فقط، وعند C بـتساوى واحد يعني هستير لدي tau max
+
+301
+00:39:32,770 --> 00:39:38,490
+بـتكون
+
+302
+00:39:38,490 --> 00:39:55,050
+بـتساوى تلاتة F على اتنين BH في اتنين L على H يعني
+
+303
+00:39:55,050 --> 00:40:00,570
+هتكون بـتساوى تلاتة
+
+304
+00:40:00,570 --> 00:40:15,510
+F على BH في L على H، الـ L على H كانها إيش؟ كانها X
+
+305
+00:40:15,510 --> 00:40:22,070
+بـتكون الـ maximum shear stress is only due to
+
+306
+00:40:22,070 --> 00:40:28,290
+bending و بتغير خطيا مع L على H صح؟ هي L على H
+
+307
+00:40:28,290 --> 00:40:33,550
+كانها X بـتغير خطيا مع L على H اللي هي الحالة دي
+
+308
+00:40:33,550 --> 00:40:39,850
+يعني لما L على H تكون بـتساوى صفر بـتكون إيش؟ صفر لما
+
+309
+00:40:39,850 --> 00:40:47,090
+L على H بـتساوى أربعة أربعة أربعة أربعة أربعة أربعة
+
+310
+00:40:47,090 --> 00:40:47,670
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+311
+00:40:47,670 --> 00:40:56,330
+أربعة أربعة أربعة أربعة أربعة أربعة
+
+312
+00:40:56,330 --> 00:40:56,890
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+313
+00:40:56,890 --> 00:40:56,910
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+314
+00:40:56,910 --> 00:40:59,770
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+315
+00:40:59,770 --> 00:41:03,090
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+316
+00:41:03,090 --> 00:41:07,190
+أربعة أ
+
+317
+00:41:14,210 --> 00:41:18,430
+وده اهي المقطع عندي
+
+318
+00:41:18,430 --> 00:41:27,170
+مستطيل
+
+319
+00:41:27,170 --> 00:41:33,970
+وده
+
+320
+00:41:33,970 --> 00:41:37,770
+أرسم الـ
+
+321
+00:41:37,770 --> 00:41:39,650
+normal stress due to bending الحكومة عندي
+
+322
+00:41:55,930 --> 00:42:03,890
+صح؟ والـ .. والـ shear stress الـ due to transverse
+
+323
+00:42:03,890 --> 00:42:20,450
+shear الـ V هيكون شيء زي هيك يعني
+
+324
+00:42:20,450 --> 00:42:22,170
+لما كنت واقع على C بـتساوى صفر
+
+325
+00:42:31,280 --> 00:42:36,220
+عند السطح كان الشيء اللي transverse الشيء shear والبني
+
+326
+00:42:36,220 --> 00:42:43,700
+جيش معله maximum طيب
+
+327
+00:42:43,700 --> 00:42:48,700
+أي value الـ Y على C بـتساوى صفر ولا واحد يعني بين
+
+328
+00:42:48,700 --> 00:42:55,650
+صفر وواحد بيكون فيه component due to bending وفيه
+
+329
+00:42:55,650 --> 00:42:59,610
+component due to transverse shear يعني for any y
+
+330
+00:42:59,610 --> 00:43:13,270
+على C أكبر 
+
+331
+00:43:13,270 --> 00:43:16,170
+من صفر وأصغر من واحد
+
+332
+00:43:22,630 --> 00:43:29,410
+of stress واحدة due to transverse shear stress واحدة
+
+333
+00:43:29,410 --> 00:43:37,630
+due to normal bending stress زي ما كانت بـتبين في
+
+334
+00:43:37,630 --> 00:43:44,570
+المعادلة هذه يعني إذا كانت Y على C بـتساوى Y على
+
+335
+00:43:44,570 --> 00:43:49,250
+C بـتساوى ثلث بيكون
+
+336
+00:43:49,250 --> 00:43:53,680
+الـ curve ع فكرة هذا عشان تقصوا هذا مش خط هذا .. هذا
+
+337
+00:43:53,680 --> 00:44:05,800
+مش خط curve هتكون
+
+338
+00:44:05,800 --> 00:44:13,200
+عنده يعني جايف .. يعني مش بعيد من الصفر Y على C
+
+339
+00:44:13,200 --> 00:44:14,520
+اتنين على تلاتة
+
+340
+00:44:18,270 --> 00:44:22,350
+برضه يعيش مش بعدي من الصفر يعني في component مش
+
+341
+00:44:22,350 --> 00:44:28,070
+من الصفر طيب بـتلاحظوا
+
+342
+00:44:28,070 --> 00:44:31,170
+كل
+
+343
+00:44:31,170 --> 00:44:36,590
+مكان طول الـ .. الـ beam طويل كتير مين بيكون أكتر
+
+344
+00:44:36,590 --> 00:44:40,110
+أهمية الـ .. الـ transitional stress ولا الـ non
+
+345
+00:44:40,110 --> 00:44:46,590
+stress due to bending؟ normal stress فبيكون الـ
+
+346
+00:44:46,590 --> 00:44:53,470
+transverse shear stress في حال الـ beam طويل ليس دو قيمة كل
+
+347
+00:44:53,470 --> 00:44:59,650
+ما صارت القطعة أو الطول أقصر بيصير فعلا الـ moment
+
+348
+00:44:59,650 --> 00:45:02,430
+مش دو قيمة بيصير الـ significant إيه أثر القص المباشر
+
+349
+00:45:02,430 --> 00:45:09,330
+القص المباشر فبيصير عندك الـ significant اللي هو
+
+350
+00:45:10,900 --> 00:45:14,020
+stress due to transverse shear stress فما يكونش الـ
+
+351
+00:45:14,020 --> 00:45:20,660
+bending دو قيمة
+
+352
+00:45:20,660 --> 00:45:29,060
+ها
+
+353
+00:45:29,060 --> 00:45:31,320
+و بـلاحظ و بـلاحظ ثاني دائما بيكون عند الـ
+
+354
+00:45:31,320 --> 00:45:36,510
+transverse shear stress بيكون صفر عند الـ surface و
+
+355
+00:45:36,510 --> 00:45:41,130
+maximum في النص، الـ normal stress دي بـده يكون maximum
+
+356
+00:45:41,130 --> 00:45:48,450
+عند الـ surface و zero عند الـ neutral axis فيها
+
+357
+00:45:48,450 --> 00:45:52,570
+سؤال دي كل عرف المحاضرة جاي بـنكمل 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..b04ef9d5e92f452fc14de68618a433ec137591be
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/Q0UeUy2yU0g_postprocess.srt
@@ -0,0 +1,1428 @@
+1
+00:00:05,160 --> 00:00:08,060
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,060 --> 00:00:12,840
+وبركاته، هنكمل في مادة تصميم الألات واحد، المحاضرة
+
+3
+00:00:12,840 --> 00:00:19,220
+الفاترة كنا نحكي على حساب ال stresses في beams أو
+
+4
+00:00:19,220 --> 00:00:23,860
+straight beams وكان ال moment حوالين محور واحد،
+
+5
+00:00:23,860 --> 00:00:29,030
+اللي هي محور Zاليوم هنحكي على ال stresses في حالة
+
+6
+00:00:29,030 --> 00:00:33,190
+أن دي two planes of bending يعني ال planes of
+
+7
+00:00:33,190 --> 00:00:38,730
+bending في المستويين ال XY plane و ال XZ plane
+
+8
+00:00:38,730 --> 00:00:44,070
+يعني في moment حوالين ال Z و في moment حوالين ال Y
+
+9
+00:00:44,070 --> 00:00:47,390
+طبعا
+
+10
+00:00:47,390 --> 00:00:49,290
+إذا كانت ال cross section symmetric
+
+11
+00:00:53,390 --> 00:00:57,250
+هتكون ال normal stress sigma x مُعطل عقل minus
+
+12
+00:00:57,250 --> 00:01:00,650
+MZYزاد
+
+13
+00:01:00,650 --> 00:01:07,690
+على IZ زاد MY زاد على IY في حال كان ال cross
+
+14
+00:01:07,690 --> 00:01:14,570
+section طبعا المحصة اللي هتكون اللي هي يعني two
+
+15
+00:01:14,570 --> 00:01:19,740
+stress componentsوحدة دي و ل ال moment حوالين ال z
+
+16
+00:01:19,740 --> 00:01:23,800
+axis و واحدة دي و ل ال moment حوالين ال y axis
+
+17
+00:01:23,800 --> 00:01:31,040
+المحصلة هتكون ال maximum bending stress my تربيع
+
+18
+00:01:31,040 --> 00:01:36,500
+زاد mz تربيع اقصد نص في d على اتنين طبعا في حالة
+
+19
+00:01:36,500 --> 00:01:39,020
+cross section مدورة يعني ال cross section مدور
+
+20
+00:01:47,730 --> 00:01:52,530
+لو حكيت هذا ال Z و هذا ال Y ما هي ال IY هتكون
+
+21
+00:01:52,530 --> 00:01:59,450
+تساوي ال IZ صح؟ ال IY هتكون
+
+22
+00:01:59,450 --> 00:02:03,810
+تساوي ال IZ هتكون
+
+23
+00:02:03,810 --> 00:02:13,270
+باي على أربعة و ستين دي أس أربعة في الحلقة دي ال
+
+24
+00:02:13,270 --> 00:02:14,650
+sigma الكلية
+
+25
+00:02:17,550 --> 00:02:27,990
+هتكون M C على I M لجاز التربية ل M حوالي Y التربية
+
+26
+00:02:27,990 --> 00:02:36,850
+زاد ال M زد التربية في ال C اللي هي D على 2 على I
+
+27
+00:02:36,850 --> 00:02:44,250
+اللي هي Pi على 4 D
+
+28
+00:02:44,250 --> 00:02:44,750
+قص 4
+
+29
+00:02:47,520 --> 00:02:52,880
+هتصفه اتنين وتلاتين على اربع ستين هتساوى اتنين
+
+30
+00:02:52,880 --> 00:03:01,060
+وتلاتين جزر التربيع الى MY تربيع زاد M زاد تربيع
+
+31
+00:03:01,060 --> 00:03:11,100
+على Y دي تكبير هنشوف
+
+32
+00:03:11,100 --> 00:03:11,600
+مثال
+
+33
+00:03:21,740 --> 00:03:29,520
+مثال عندى beam مقطع مستطيل المقطع عرضه تلت ارباع
+
+34
+00:03:29,520 --> 00:03:35,680
+انش ورتفاع واحد ونص انش عليه distributed load
+
+35
+00:03:35,680 --> 00:03:40,320
+قيمته خمسين pound force على الانش بأثر بال
+
+36
+00:03:40,320 --> 00:03:44,980
+negative y-axis وفي اندي load مركز قيمته one
+
+37
+00:03:44,980 --> 00:03:49,160
+hundred pound force بأثر باتجاه ال negative z-axis
+
+38
+00:03:49,890 --> 00:03:51,770
+لحظة الـ Distributed Load بيعمل bending moment
+
+39
+00:03:51,770 --> 00:03:57,230
+حوالين الـ z-axis و ال load ال mid pound بيعمل
+
+40
+00:03:57,230 --> 00:04:08,650
+moment حوالين ال y-axis الان
+
+41
+00:04:08,650 --> 00:04:11,290
+المطلوب طول ال beam طوله 8 انش for the cross
+
+42
+00:04:11,290 --> 00:04:13,770
+section shown between maximum tensile and
+
+43
+00:04:13,770 --> 00:04:16,070
+compressive bending stresses and where they act
+
+44
+00:04:20,630 --> 00:04:23,490
+لأ سكشن هذا طبعا و هيكون دلوقت عندى سكشن هذا
+
+45
+00:04:23,490 --> 00:04:27,390
+maximum او يوجد ال maximum تان صغير stress و ال
+
+46
+00:04:27,390 --> 00:04:38,370
+maximum compressive stress وين بيأثروا طيب
+
+47
+00:04:38,370 --> 00:04:44,870
+اول
+
+48
+00:04:44,870 --> 00:04:48,610
+شي عندى سكشن AB في عندى ال M حوالي ال Z كمية تقريش
+
+49
+00:04:48,610 --> 00:04:49,030
+الساوية
+
+50
+00:04:52,430 --> 00:04:59,950
+م حوالي نزل ده شو يستوي اللي
+
+51
+00:04:59,950 --> 00:05:08,710
+هو ده خمسين في تمانية و بأثر في المصح خمسين في
+
+52
+00:05:08,710 --> 00:05:14,910
+تمانية في أربعة صح؟
+
+53
+00:05:18,580 --> 00:05:25,180
+يعني خمسين في أربعة متين في تمانية الف ستمائت
+
+54
+00:05:25,180 --> 00:05:29,280
+pound
+
+55
+00:05:29,280 --> 00:05:36,420
+انش وال
+
+56
+00:05:36,420 --> 00:05:41,640
+M حوالين ال Y لأ
+
+57
+00:05:41,640 --> 00:05:44,740
+أنا حكيت القيمة بتاعتها ال M Y
+
+58
+00:05:48,650 --> 00:05:53,610
+طبعا ال moment هذه بتعمل السطح العلوياش بتعمله
+
+59
+00:05:53,610 --> 00:05:59,470
+محدد يعني tension و هتكون minus زي ما حكى ال my
+
+60
+00:05:59,470 --> 00:06:09,410
+هتكون ال meet pound force في
+
+61
+00:06:09,410 --> 00:06:14,490
+تمانية صح يعني
+
+62
+00:06:14,490 --> 00:06:15,550
+هتكون تماما meet pound
+
+63
+00:06:18,560 --> 00:06:24,320
+فى انش لو
+
+64
+00:06:24,320 --> 00:06:28,080
+خدت ال cross section طلعته برا هنا
+
+65
+00:06:51,140 --> 00:07:00,760
+طبعا هاي ال z axis انا بتطلع من هنا و هاي
+
+66
+00:07:00,760 --> 00:07:07,240
+ال
+
+67
+00:07:07,240 --> 00:07:13,880
+y axis طبعا
+
+68
+00:07:13,880 --> 00:07:19,460
+هذه نقطة A و هذه ايش B
+
+69
+00:07:31,390 --> 00:07:34,490
+ال moment حوالي ال z axis بتخلي سطح هذا ايش من هذا
+
+70
+00:07:34,490 --> 00:07:40,710
+ال tension وهنا انا هحكي هنا في tension tension
+
+71
+00:07:40,710 --> 00:07:49,450
+tension و بتاعة compression صح فالنص
+
+72
+00:07:49,450 --> 00:07:54,190
+هنا zero هذا ال moment حوالي ال z axis ال moment
+
+73
+00:07:54,190 --> 00:07:59,630
+حوالي ال y axis بتخلي سطح هذا ايش tension يعني
+
+74
+00:07:59,630 --> 00:08:00,710
+هكون عندي هنا tension
+
+75
+00:08:05,120 --> 00:08:14,720
+tension tension ال moment حاولنا ال z axis في
+
+76
+00:08:14,720 --> 00:08:22,280
+ال negative z يعني هذه اتجاهها هذه
+
+77
+00:08:22,280 --> 00:08:24,760
+ال m z
+
+78
+00:08:33,470 --> 00:08:37,450
+هي ال MZ واضح
+
+79
+00:08:37,450 --> 00:08:41,010
+انها hand tension و hand compression لو طلعت عليها
+
+80
+00:08:41,010 --> 00:08:47,390
+ده حالة ال MY في
+
+81
+00:08:47,390 --> 00:08:52,510
+ال positive y axis هي
+
+82
+00:08:52,510 --> 00:08:52,890
+MY
+
+83
+00:08:59,360 --> 00:09:11,020
+يعني tension و compression يعني
+
+84
+00:09:11,020 --> 00:09:17,040
+خلنا نرسم يعني لو حكيت ال M زد ألف ستمية يعني هاي
+
+85
+00:09:17,040 --> 00:09:20,640
+ألف ستمية مثلا و الأرموعة تمامية
+
+86
+00:09:34,730 --> 00:09:45,070
+هذا المحصلة ال M صح طيب
+
+87
+00:09:45,070 --> 00:09:50,870
+عرف الاتجاهات خلنا نحسب ال I ال I حوالين ال Z هذي
+
+88
+00:09:50,870 --> 00:09:59,390
+point 7 5 الارتفاع
+
+89
+00:09:59,390 --> 00:09:59,830
+كله
+
+90
+00:10:08,980 --> 00:10:13,600
+واحد و نص انش ال
+
+91
+00:10:13,600 --> 00:10:20,580
+.. ال I حوالين ال Z واحد
+
+92
+00:10:20,580 --> 00:10:30,820
+على اتناش point سبعة خمسة في واحد و نص تكييب حيث
+
+93
+00:10:30,820 --> 00:10:31,180
+ساوي
+
+94
+00:10:39,510 --> 00:10:45,630
+تسيبوا ليها و ال I حوالين ال Y هتكون واحد على
+
+95
+00:10:45,630 --> 00:10:53,430
+اتناش في واحد و نص في point سبعة خمس تلتة كيبة
+
+96
+00:11:18,680 --> 00:11:24,760
+point كم الرقم هي point اتنين صفر تسعة point اتنين
+
+97
+00:11:24,760 --> 00:11:31,140
+واحد صفر تسعة واحد
+
+98
+00:11:31,140 --> 00:11:39,920
+و ال IY point صفر خمس اتنين سبعة
+
+99
+00:12:09,380 --> 00:12:15,840
+طيب طب وانت تتوقع يكون ال stress maximum عند ايه؟
+
+100
+00:12:15,840 --> 00:12:19,560
+لإن ال tension مع tension بجمع و عند decompression
+
+101
+00:12:19,560 --> 00:12:21,960
+مع compression بجمع
+
+102
+00:12:36,570 --> 00:12:47,270
+طيب معناته ال .. ال .. ال sigma عند a هتساوي
+
+103
+00:12:47,270 --> 00:12:54,190
+او
+
+104
+00:12:54,190 --> 00:13:00,090
+بشكل اللي عم نحكي ال sigma بس
+
+105
+00:13:00,090 --> 00:13:11,900
+هو M في C على I صح؟معنى الـ sigma عند a هيكون
+
+106
+00:13:11,900 --> 00:13:15,280
+mz
+
+107
+00:13:15,280 --> 00:13:19,940
+في
+
+108
+00:13:19,940 --> 00:13:30,000
+c اللي يبقون سبعة خمسة على i z زاد
+
+109
+00:13:43,480 --> 00:13:48,020
+مي بون سبعة خمس على اتنين صح اللي هي بون تلاتة
+
+110
+00:13:48,020 --> 00:14:00,380
+سبعة خمسة على اي واي ال MZ عنده اللي هي الف ستمية
+
+111
+00:14:00,380 --> 00:14:09,760
+في بون سبعة خمسةعلى IZ اللي هي point اتنين واحد
+
+112
+00:14:09,760 --> 00:14:22,460
+سفر تسعة زاد ال MY تمامية في point تلاتة سبعة خمسة
+
+113
+00:14:22,460 --> 00:14:29,680
+على IY اللي هي point O خمسة
+
+114
+00:14:29,680 --> 00:14:31,880
+اتنين سبعة
+
+115
+00:14:37,490 --> 00:14:43,190
+العشر الف تلت مية و تلت مية و تلت مية و تلت مية و
+
+116
+00:14:43,190 --> 00:14:43,450
+تلت مية و تلت مية و تلت مية و تلت مية و تلت مية و
+
+117
+00:14:43,450 --> 00:14:44,030
+تلت مية و تلت مية و تلت مية و تلت مية و تلت مية و
+
+118
+00:14:44,030 --> 00:14:44,210
+تلت مية و تلت مية و تلت مية و تلت مية و تلت مية و
+
+119
+00:14:44,210 --> 00:14:44,510
+تلت مية و تلت مية و تلت مية و تلت مية و تلت مية و
+
+120
+00:14:44,510 --> 00:14:52,550
+تلت مية و تلت مية و تلت مية و تلت مية و تلت مية
+
+121
+00:14:52,550 --> 00:15:02,210
+و تلت مية و تلت مية و
+
+122
+00:15:02,210 --> 00:15:09,850
+تلتسيجما بيه هتكون نفس الشي بس بالسالب صح سيجما
+
+123
+00:15:09,850 --> 00:15:26,710
+بيه هتكون minus سيجما ايه minus 11383
+
+124
+00:15:26,710 --> 00:15:32,610
+psi هذا
+
+125
+00:15:32,610 --> 00:15:33,290
+المطلوب الأول
+
+126
+00:15:36,630 --> 00:15:55,730
+مطلوب التاني اذا كان المقطع مدور اذا
+
+127
+00:15:55,730 --> 00:16:00,270
+كان المقطع مدور اذا
+
+128
+00:16:00,270 --> 00:16:06,890
+كان المقطع مدورهنحسب الام الكلية مظبوط الهجاز
+
+129
+00:16:06,890 --> 00:16:15,570
+التربيعي لمي تربيع زاد مزد تربيع صح الهجاز
+
+130
+00:16:15,570 --> 00:16:22,370
+التربيعي لتمامية تربيع زاد
+
+131
+00:16:22,370 --> 00:16:26,490
+الف ستمائية تربيع اكم تطلع
+
+132
+00:16:34,260 --> 00:16:46,180
+و ال sigma هتكون M في C على I يعني هتكون سوى 32 M
+
+133
+00:16:46,180 --> 00:16:59,480
+على I دي تكيب يعني هتكون 32 اما كم 1700
+
+134
+00:17:05,950 --> 00:17:14,550
+pound انش على
+
+135
+00:17:14,550 --> 00:17:27,870
+by دي اللي هي واحدة رابعة أكمل
+
+136
+00:17:27,870 --> 00:17:28,250
+بيطلع
+
+137
+00:17:36,380 --> 00:17:41,760
+تسعة آلاف تلات مية وتسعة واشتيرت تسعة آلاف تلات
+
+138
+00:17:41,760 --> 00:17:45,120
+مية وتسعة واشتيرت PSI
+
+139
+00:18:15,070 --> 00:18:18,390
+يعني مين بيتحمل أكتر؟ المقطع اللي ندور إنش وربع
+
+140
+00:18:18,390 --> 00:18:25,430
+والمقطع مستطيل واحد ونص في التلات ربع؟ اللي ندور
+
+141
+00:18:25,430 --> 00:18:30,210
+.. ال stress level أقل بيبقى stress level أقل طيب
+
+142
+00:18:52,940 --> 00:18:55,880
+طيب ان انا اشوف ال shear stress for beams in
+
+143
+00:18:55,880 --> 00:18:58,560
+bending وان فيه bending داي ما انت حاسس ال bending
+
+144
+00:18:58,560 --> 00:19:02,080
+بيكون عندي shear الشير اللي بيسميه ايش ال
+
+145
+00:19:02,080 --> 00:19:08,500
+transverse shear ال transverse shear اللي هو tau
+
+146
+00:19:08,500 --> 00:19:17,060
+بيستو VQ على I في B VQ على I في B ال
+
+147
+00:19:19,340 --> 00:19:26,460
+على فرض المقطع مثلا مستطيل ال B هي عرض البقطة و ال
+
+148
+00:19:26,460 --> 00:19:34,320
+V ال transfer share و ال Q عزم
+
+149
+00:19:34,320 --> 00:19:40,450
+المساحة المتبقية أعلى النقطة تحت الدراسةحوالين ال
+
+150
+00:19:40,450 --> 00:19:45,890
+z axis ال q عزب المساحة المتبقية حوالي النقطة تحت
+
+151
+00:19:45,890 --> 00:19:53,790
+الدراسة حوالين ال z axis طيب
+
+152
+00:19:53,790 --> 00:19:58,190
+في حالة نقطة مستطيل و ال q يعني ايش تساوي اذا بدي
+
+153
+00:19:58,190 --> 00:20:03,130
+ادرس انا عند ارتفاع y واحد احنا عزب المساحة
+
+154
+00:20:03,130 --> 00:20:08,920
+المتبقية حوالين ال z axisيعني هذه المساحة المتبقية
+
+155
+00:20:08,920 --> 00:20:15,780
+عزيمة و حاليا زد اكسس هكون ال Q تكامل من Y1 ل C
+
+156
+00:20:15,780 --> 00:20:27,580
+يعني لو كان المقطع مستطيل و
+
+157
+00:20:27,580 --> 00:20:31,700
+انا بد ارتفاع من Y1
+
+158
+00:20:35,910 --> 00:20:46,230
+بدي أحسب الـ Q هيكون تكامل Y طبعا هاي ال Z axis
+
+159
+00:20:46,230 --> 00:20:49,630
+وهي
+
+160
+00:20:49,630 --> 00:20:58,830
+ال Y axis فلو أخدت element اتفاقه
+
+161
+00:20:58,830 --> 00:21:02,450
+Dy
+
+162
+00:21:11,210 --> 00:21:19,890
+Y1 ل C هتكون
+
+163
+00:21:19,890 --> 00:21:27,370
+صورة تكامل ال Y دي
+
+164
+00:21:27,370 --> 00:21:37,230
+ايه العبارة عن ايه هد بيه صح بيه
+
+165
+00:21:37,230 --> 00:21:50,330
+دي Yيعني هيكون من Y1 ل C هيكون B على 2 Y تربيع من
+
+166
+00:21:50,330 --> 00:21:59,670
+Y1 ل C يعني هيكون B على 2 في C تربيع ناقص Y1
+
+167
+00:21:59,670 --> 00:22:04,590
+التربيع وال
+
+168
+00:22:04,590 --> 00:22:07,930
+TAU VQ
+
+169
+00:22:09,560 --> 00:22:20,100
+على I في B والـ I شو يساوي؟ واحد على اتناش بي
+
+170
+00:22:20,100 --> 00:22:27,600
+اتش تكيب اتش
+
+171
+00:22:27,600 --> 00:22:37,120
+هنهيكون V الـ Q اللي هي بي على اتنين
+
+172
+00:22:40,020 --> 00:22:47,820
+في C تربيع نقص Y واحد تربيع على
+
+173
+00:22:47,820 --> 00:22:56,200
+B في I اللي هي واحد على اتناش بي
+
+174
+00:22:56,200 --> 00:23:03,900
+اتش تكيب يعني بي مع بي بالساوية ستة
+
+175
+00:23:07,070 --> 00:23:16,610
+V في C تربيع نقص واحد تربيع
+
+176
+00:23:16,610 --> 00:23:23,110
+على B H تكيب
+
+177
+00:23:37,470 --> 00:23:48,310
+أه الآن هو انطلع معتبر ال H ايش يساوي اتنين
+
+178
+00:23:48,310 --> 00:23:52,510
+C معتبر
+
+179
+00:23:52,510 --> 00:24:02,310
+ال H اتنين C عوض على ال H وعمل شوية اختصارات بصحى
+
+180
+00:24:02,310 --> 00:24:08,360
+اللي اللي اعطاه طب هو ال A ايش يساوي ال Aبساوة B
+
+181
+00:24:08,360 --> 00:24:15,320
+في الاتنين C صح اللي هي ال H تطلع ال term دي
+
+182
+00:24:15,320 --> 00:24:18,780
+بساوية تلاتة V على اتنين A في واحد نقص Y واحد على
+
+183
+00:24:18,780 --> 00:24:26,620
+C تربيع طبعا لو كانت Y واحد بساوة C هذا ال term
+
+184
+00:24:26,620 --> 00:24:32,880
+ماقش فيكون؟معنى تشير على ال surface الخارجي صفر
+
+185
+00:24:32,880 --> 00:24:39,540
+هطول واحد صفر بال Sirendak ال maximum شير بيكون
+
+186
+00:24:39,540 --> 00:24:43,340
+عند ال neutral axis اللي هي بتطلع تلاتة V على
+
+187
+00:24:43,340 --> 00:24:47,440
+اتنين A لأن
+
+188
+00:24:47,440 --> 00:24:53,480
+جدول تلاتة اتنين في الكتاب معطينا لمقاطع مختلفة ال
+
+189
+00:24:53,480 --> 00:24:59,710
+average shear stressو ال maximum shear stress
+
+190
+00:24:59,710 --> 00:25:05,910
+عندنا مقطع ندور مستطيل
+
+191
+00:25:05,910 --> 00:25:18,850
+نبوب و في عندى I beam الشكل
+
+192
+00:25:18,850 --> 00:25:19,810
+اللى انتوا شايفينه
+
+193
+00:25:32,350 --> 00:25:42,910
+انا عند بيم can't
+
+194
+00:25:42,910 --> 00:25:53,010
+deliver وعليه concentrated load F وطوله
+
+195
+00:25:53,010 --> 00:25:56,430
+L
+
+196
+00:26:04,130 --> 00:26:10,830
+هي اللي حاولت اقول ان عندي رد فعل اللي هو F وفيه
+
+197
+00:26:10,830 --> 00:26:14,930
+moment M
+
+198
+00:26:14,930 --> 00:26:21,950
+صح ال M شو الساوي؟
+
+199
+00:26:21,950 --> 00:26:28,730
+F L و هى اللي حاولت ان اقول عندي Transition V شو
+
+200
+00:26:28,730 --> 00:26:30,910
+الساوي؟ F V
+
+201
+00:26:33,100 --> 00:26:47,200
+بالساوية F والمقطع مستطيل ب
+
+202
+00:26:47,200 --> 00:26:52,040
+في
+
+203
+00:26:52,040 --> 00:27:02,520
+H يعني
+
+204
+00:27:05,520 --> 00:27:15,480
+عندي ال section هذا عند اي نقطة اي نقطة هنا ارتفاع
+
+205
+00:27:15,480 --> 00:27:19,540
+y واحد بيكون
+
+206
+00:27:19,540 --> 00:27:24,280
+في عندي transverse shear و normal stress due to
+
+207
+00:27:24,280 --> 00:27:32,440
+bending ال normal stress اللي هو sigma x
+
+208
+00:27:34,780 --> 00:27:44,480
+هيكون بالساوية M في Y واحد على
+
+209
+00:27:44,480 --> 00:27:56,300
+I صح؟ يعني هيكون الساوية F في L في Y واحد I اللي
+
+210
+00:27:56,300 --> 00:28:02,820
+هي واحد على اتناش BH تكيب يعني هي الساوية
+
+211
+00:28:06,430 --> 00:28:20,970
+أتناشر F L Y واحد على BHK وفيه transverse shear
+
+212
+00:28:20,970 --> 00:28:29,550
+stress اللي هو تاو بالساوية
+
+213
+00:28:29,550 --> 00:28:41,270
+VQ على I في B VQ على Iفى B في
+
+214
+00:28:41,270 --> 00:28:47,730
+حالة مقطع مربع مستطيل كانت ثانو بالثاوية برضه
+
+215
+00:28:47,730 --> 00:28:52,050
+بالثاوية تلاتة V على
+
+216
+00:28:52,050 --> 00:28:55,870
+اتنين A فى
+
+217
+00:28:55,870 --> 00:29:04,150
+واحد ناقص Y واحد تربيع على C تربيع يعني سيكون
+
+218
+00:29:04,150 --> 00:29:18,120
+الساويةتلاتة الفي اف على اتنين في ال بي اتش في
+
+219
+00:29:18,120 --> 00:29:31,060
+واحد ناقص اللي
+
+220
+00:29:31,060 --> 00:29:32,220
+هو واي واحد
+
+221
+00:29:36,400 --> 00:29:41,000
+على الـ C تربيع
+
+222
+00:29:41,000 --> 00:29:48,360
+يعني لو رسمت stress element كان
+
+223
+00:29:48,360 --> 00:30:03,900
+دي stress sigma X و
+
+224
+00:30:03,900 --> 00:30:04,520
+tau XY
+
+225
+00:30:07,920 --> 00:30:13,060
+خلنا نسميه من
+
+226
+00:30:13,060 --> 00:30:20,620
+مارس سيركل من مارس سيركل ال
+
+227
+00:30:20,620 --> 00:30:23,440
+maximum shear stress تاش يكون ال radius تا مارس
+
+228
+00:30:23,440 --> 00:30:31,460
+سيركل ال radius تا مارس سيركل تاش يكونجزر التربيع
+
+229
+00:30:31,460 --> 00:30:37,580
+لـ Sigma X minus Sigma Y على اتنين لكل تربيع زائد
+
+230
+00:30:37,580 --> 00:30:47,280
+Tau XY تربيع صح؟ يعني هيكون هذا بالساوية Tau Max
+
+231
+00:30:47,280 --> 00:30:54,440
+يعني هيكون ساوية جزر التربيع باسمها Sigma Y
+
+232
+00:30:54,440 --> 00:31:04,410
+بالساوية صفر ستكون Sigma Xتربيع على أربعة زائد تاو
+
+233
+00:31:04,410 --> 00:31:11,550
+XY تربيع حس
+
+234
+00:31:11,550 --> 00:31:21,270
+أو الجزر التربيعي لأ هنعوض عن سيجما X حيث ان عندي
+
+235
+00:31:21,270 --> 00:31:25,090
+هيكون مية
+
+236
+00:31:25,090 --> 00:31:32,500
+وأربعة وأربعين على أربعةست و تلاتين صح هكون سوى ست
+
+237
+00:31:32,500 --> 00:31:38,680
+و تلاتين ست
+
+238
+00:31:38,680 --> 00:31:44,220
+و تلاتين F
+
+239
+00:31:44,220 --> 00:31:52,620
+تربيع L تربيع Y تربيع على
+
+240
+00:31:52,620 --> 00:32:06,140
+B تربيعH الستة صح زي هيك زائد ال
+
+241
+00:32:06,140 --> 00:32:11,540
+tau XY التربيع
+
+242
+00:32:11,540 --> 00:32:16,620
+اللي هتكون تسعة F
+
+243
+00:32:16,620 --> 00:32:28,630
+تربيع على أربعة B تربيع H تربيعفي واحد ماقص y
+
+244
+00:32:28,630 --> 00:32:37,550
+تربيع على c تربيع لكل تربيع خد تسعة F تربيع على
+
+245
+00:32:37,550 --> 00:32:42,210
+أربع بي اتش تربيع عامل ايش مشترك تطلع تحت الجدر
+
+246
+00:32:42,210 --> 00:32:50,850
+ايش يصير تلاتة على اتنين تلاتة F على
+
+247
+00:32:50,850 --> 00:32:53,510
+اتنين
+
+248
+00:32:55,840 --> 00:33:08,180
+بي اتش هال اتنين بي اتش تحت الجذر عند التسعة اف
+
+249
+00:33:08,180 --> 00:33:14,560
+تربيع هال بي تربيع اش تربيع يعني هتصير عندك اربعة
+
+250
+00:33:14,560 --> 00:33:17,900
+ال
+
+251
+00:33:17,900 --> 00:33:22,460
+تربيع واي تربيع
+
+252
+00:33:26,070 --> 00:33:38,710
+على H أصارفة أربعة صح على
+
+253
+00:33:38,710 --> 00:33:44,490
+H أصارفة أربعة زائد
+
+254
+00:33:44,490 --> 00:33:51,690
+تحت الواحد ناقص Y تربيع على C تربيع كل تربيع
+
+255
+00:33:55,490 --> 00:33:58,950
+هذا الترميل تبرة H تربيع في H تربيع يعني هذه هتكون
+
+256
+00:33:58,950 --> 00:34:05,250
+H تربيع في
+
+257
+00:34:05,250 --> 00:34:12,130
+H تربيع حسينا
+
+258
+00:34:12,130 --> 00:34:20,290
+اندي هذه التلاتةF على اتنين BH الجزر التربيعي
+
+259
+00:34:20,290 --> 00:34:32,150
+أربعة في L على H لكل تربيع هذا مع هذا في Y تربيع
+
+260
+00:34:32,150 --> 00:34:41,430
+على H تربيع ال H ايش يساوي اتنين
+
+261
+00:34:41,430 --> 00:34:43,870
+C اتنين
+
+262
+00:34:48,670 --> 00:34:59,150
+4C تربيع 4C تربيع يعني المهم يبدو في نخلت هنا تطلع
+
+263
+00:34:59,150 --> 00:35:09,030
+المعادلة التاو ماكسوم يسوى 3F على 2BH جزر تربيع 4L
+
+264
+00:35:09,030 --> 00:35:15,130
+على H الكل تربيع Y على C الكل تربيع زاد واحد نقص Y
+
+265
+00:35:15,130 --> 00:35:20,030
+على C الكل تربيع الكل تربيع ال term هذا هذا ال
+
+266
+00:35:20,030 --> 00:35:26,070
+term هنكتب معادلة ال
+
+267
+00:35:26,070 --> 00:35:32,030
+Y هو ال tau max بالساوية
+
+268
+00:35:32,030 --> 00:35:47,010
+تلتة Fعلى اتنين ب اتش في الجدر التربيعي لاربعة في
+
+269
+00:35:47,010 --> 00:35:55,230
+ال على اتش لكل تربيع في ال على اتش لكل تربيع في Y
+
+270
+00:35:57,160 --> 00:36:01,740
+على الـ C لكل تربية زائد
+
+271
+00:36:01,740 --> 00:36:11,100
+واحد ناقص Y تربية على C تربية لكل تربية هذا ال
+
+272
+00:36:11,100 --> 00:36:16,160
+term هذا ال term هذا ال due to transverse shear
+
+273
+00:36:16,160 --> 00:36:17,980
+stress صح transverse
+
+274
+00:36:20,000 --> 00:36:26,760
+شيري استرس و هذا ال term due to normal stress and
+
+275
+00:36:26,760 --> 00:36:32,300
+due to bending normal stress normal stress due to
+
+276
+00:36:32,300 --> 00:36:42,700
+bending normal stress due to bending ماشي
+
+277
+00:36:42,700 --> 00:36:43,460
+القول هذا
+
+278
+00:36:52,150 --> 00:36:58,010
+مش مشكلة بصلاة الله براحتكم طيب الان المعادلة ان
+
+279
+00:36:58,010 --> 00:37:03,210
+هي تلاتة F اتنين بيه H تحت الجدر هذي due to normal
+
+280
+00:37:03,210 --> 00:37:06,230
+stress و دي due to bending و هذي due لtransverse
+
+281
+00:37:06,230 --> 00:37:16,490
+shear stress الان اذا انا بقاجي اعمل plot عندي
+
+282
+00:37:16,490 --> 00:37:17,970
+على المحرف ك L على H
+
+283
+00:37:21,230 --> 00:37:29,510
+هي ال و H فرتفعة على المقطع باسمها slimness ratio
+
+284
+00:37:29,510 --> 00:37:39,070
+يعني درجة النحافة و المحور Y اللي هو maximum shear
+
+285
+00:37:39,070 --> 00:37:45,490
+stress عندها different curves عند Y على C بستوى
+
+286
+00:37:45,490 --> 00:37:50,770
+سفرY على C بساوة تلت Y على C بساوة تلتين و Y على C
+
+287
+00:37:50,770 --> 00:37:56,110
+بساوة واحدة الآن لما تكون Y على C بساوة صفر بيكونش
+
+288
+00:37:56,110 --> 00:38:03,210
+فيه bending صح عند ال neutral axis بيكون فقط في
+
+289
+00:38:03,210 --> 00:38:10,470
+يدي transverse shear stress هذا Y على C بساوة صفر
+
+290
+00:38:10,470 --> 00:38:17,540
+بيكون ال tau maximumقمة ثابتة بغض النظر ال Y تعمل
+
+291
+00:38:17,540 --> 00:38:23,700
+نفسه تلاتة F على اتنين BH بتكون
+
+292
+00:38:23,700 --> 00:38:31,840
+قمة TH ثابتة صح؟ و Y على C بالساوية صفر هذه واحد
+
+293
+00:38:31,840 --> 00:38:41,710
+وهذه صفر بالصفر تلاتة F بيعني عند Y على Cy على c
+
+294
+00:38:41,710 --> 00:38:49,210
+بالساوية صفر بتكون ال tau max بالساوية
+
+295
+00:38:49,210 --> 00:39:01,050
+تلاتة f على اتنين bh يعني
+
+296
+00:39:01,050 --> 00:39:06,590
+قيمتها ثابتة على طول ليه هذا؟
+
+297
+00:39:06,590 --> 00:39:08,490
+طيب عند y على c بالساوية
+
+298
+00:39:16,130 --> 00:39:21,310
+واحد هذا التقرير ماذا يحصل فيه؟ Zero يعني ليس لدي
+
+299
+00:39:21,310 --> 00:39:25,770
+ترانزفشير في السطح الخارجي بس بيكون لدي bending
+
+300
+00:39:25,770 --> 00:39:32,770
+فقط وعلى C بالساوية واحد يعني هستير لدي tau max
+
+301
+00:39:32,770 --> 00:39:38,490
+بتكون
+
+302
+00:39:38,490 --> 00:39:55,050
+تساوي تلاتة Fعلى اتنين BH في اتنين L على H يعني
+
+303
+00:39:55,050 --> 00:40:00,570
+هتكون الساوية تلاتة
+
+304
+00:40:00,570 --> 00:40:15,510
+F على BH في L على Hالـ L على H كانها إيش؟ كانها X
+
+305
+00:40:15,510 --> 00:40:22,070
+بتكون ال maximum shear stress is only due to
+
+306
+00:40:22,070 --> 00:40:28,290
+bending و بتغير خطيا مع L على H صح؟ هي L على H
+
+307
+00:40:28,290 --> 00:40:33,550
+كانها X بتغير خطيا مع L على H اللي هي الحالة دي
+
+308
+00:40:33,550 --> 00:40:39,850
+يعني لما L على H تكون ساوية صفر بتكون إيش؟ صفر لما
+
+309
+00:40:39,850 --> 00:40:47,090
+L على H ساويةأربعة أربعة أربعة أربعة أربعة أربعة
+
+310
+00:40:47,090 --> 00:40:47,670
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+311
+00:40:47,670 --> 00:40:56,330
+أربعة أربعة أربعة أربعة أربعة أربعة
+
+312
+00:40:56,330 --> 00:40:56,890
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+313
+00:40:56,890 --> 00:40:56,910
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+314
+00:40:56,910 --> 00:40:59,770
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+315
+00:40:59,770 --> 00:41:03,090
+أربعة أربعة أربعة أربعة أربعة أربعة أربعة أربعة
+
+316
+00:41:03,090 --> 00:41:07,190
+أربعة أ
+
+317
+00:41:14,210 --> 00:41:18,430
+ود اهي المقطع عندى
+
+318
+00:41:18,430 --> 00:41:27,170
+مستطيل
+
+319
+00:41:27,170 --> 00:41:33,970
+ود
+
+320
+00:41:33,970 --> 00:41:37,770
+ارسم ال
+
+321
+00:41:37,770 --> 00:41:39,650
+north rest due to bending الحكومة عندى
+
+322
+00:41:55,930 --> 00:42:03,890
+صح؟ و ال .. و ال share stress ال duty transverse
+
+323
+00:42:03,890 --> 00:42:20,450
+share ال V هيكون شي زي هيك يعني
+
+324
+00:42:20,450 --> 00:42:22,170
+لما كنت واقع على C بالساعة سفر
+
+325
+00:42:31,280 --> 00:42:36,220
+عند السطح كان الشيء اللي trans الشيء السفر والبني
+
+326
+00:42:36,220 --> 00:42:43,700
+جيش معله maximum طيب
+
+327
+00:42:43,700 --> 00:42:48,700
+أي value ال y على c بيستوي سفر ولا واحد يعني بين
+
+328
+00:42:48,700 --> 00:42:55,650
+سفر واحدبيكون فيه component due to bending و فيه
+
+329
+00:42:55,650 --> 00:42:59,610
+component due to transverse shear يعني for any y
+
+330
+00:42:59,610 --> 00:43:13,270
+على c أكبر
+
+331
+00:43:13,270 --> 00:43:16,170
+من صفر و أصغر من واحد
+
+332
+00:43:22,630 --> 00:43:29,410
+of stress واحدة due transverse shear stress واحدة
+
+333
+00:43:29,410 --> 00:43:37,630
+due to normal bending stress زي ما كانت تبين في
+
+334
+00:43:37,630 --> 00:43:44,570
+المعادلة هذه يعني اذا كانت y على c بالساوية y على
+
+335
+00:43:44,570 --> 00:43:49,250
+c بالساوية تلت بيكون
+
+336
+00:43:49,250 --> 00:43:53,680
+ال curveع فكرة هذا عشان تقصوا هذا مش خط هذا .. هذا
+
+337
+00:43:53,680 --> 00:44:05,800
+مش خط curve هتكون
+
+338
+00:44:05,800 --> 00:44:13,200
+عنده يعني جايف .. يعني مش بعيد من الصفر Y على C
+
+339
+00:44:13,200 --> 00:44:14,520
+اتنين على تلاتة
+
+340
+00:44:18,270 --> 00:44:22,350
+برضه يعيش مش بعدي من السفر، يعني في component مش
+
+341
+00:44:22,350 --> 00:44:28,070
+من السفر طيب بتلاحظوا
+
+342
+00:44:28,070 --> 00:44:31,170
+كل
+
+343
+00:44:31,170 --> 00:44:36,590
+مكان طول ال .. ال beam طويل كتير مين بيكون أكتر
+
+344
+00:44:36,590 --> 00:44:40,110
+أهمية ال .. ال transitional stress ولا ال non
+
+345
+00:44:40,110 --> 00:44:46,590
+stress due to bending؟nor stress فبيكون ال
+
+346
+00:44:46,590 --> 00:44:53,470
+transfer stress في حال ال beam طويل ليس دو قيمة كل
+
+347
+00:44:53,470 --> 00:44:59,650
+ما صارت القطعة او الطول اقصر بيصير فعلا ال moment
+
+348
+00:44:59,650 --> 00:45:02,430
+مش ده قيم بيصير ال significant ايه اش القص المباشر
+
+349
+00:45:02,430 --> 00:45:09,330
+القص المباشر فبيصير عندك ال significant اللي هو
+
+350
+00:45:10,900 --> 00:45:14,020
+stress due to transactional stress فمايكونش ال
+
+351
+00:45:14,020 --> 00:45:20,660
+bending دو قيمة
+
+352
+00:45:20,660 --> 00:45:29,060
+ها
+
+353
+00:45:29,060 --> 00:45:31,320
+و براحظ و براحظ تاني دايما بيكون عند ال
+
+354
+00:45:31,320 --> 00:45:36,510
+transactional stress بيكون صفر عندالـ surface و
+
+355
+00:45:36,510 --> 00:45:41,130
+maximum في النص ال non stress دي بده يكون maximum
+
+356
+00:45:41,130 --> 00:45:48,450
+عند ال surface و zero عند ال neutral axis فيها
+
+357
+00:45:48,450 --> 00:45:52,570
+سؤال دي كل عرف المحاضرة جاي بنكمل
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..9c59cc997ced5b747af5c22568aecae1d3dd124c
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_postprocess.srt
@@ -0,0 +1,1384 @@
+1
+00:00:05,030 --> 00:00:07,790
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,790 --> 00:00:12,050
+وبركاته هنكمل في مادة تصميم الألات واحد هنخش ب
+
+3
+00:00:12,050 --> 00:00:15,670
+chapter جديد failures resulting from static
+
+4
+00:00:15,670 --> 00:00:16,130
+loading
+
+5
+00:00:22,440 --> 00:00:25,880
+هنبدأ في ال failures resulting from static loading
+
+6
+00:00:25,880 --> 00:00:28,820
+احنا في ال chapter تلاتة حكينا عن ال stress
+
+7
+00:00:28,820 --> 00:00:32,340
+concentration factor اذا بيكون في عندى
+
+8
+00:00:32,340 --> 00:00:36,880
+discontinuity في hole او notch او fillet او groove
+
+9
+00:00:36,880 --> 00:00:41,500
+بيصير near ال notch او النقطة اللى فيها تغير في ال
+
+10
+00:00:41,500 --> 00:00:47,200
+cross section بيصير عندى تركيز للاجهاد بيصير عندى
+
+11
+00:00:47,200 --> 00:00:52,510
+الاجهاد يعني جنب ال notchأو جانب ال hole أو جانب
+
+12
+00:00:52,510 --> 00:00:57,070
+ال groove بيكون أعلى بكتير لما أخش لجوء أبعد عن ال
+
+13
+00:00:57,070 --> 00:00:59,850
+.. عن ال notch فبيصير عندى stress concentration
+
+14
+00:00:59,850 --> 00:01:04,590
+حكي انا فيه لابن دي x a خمساش ل a ستاش معطيني ال
+
+15
+00:01:04,590 --> 00:01:07,010
+stress concentration factors ل different
+
+16
+00:01:07,010 --> 00:01:10,110
+geometries different loading conditions يعني احنا
+
+17
+00:01:10,110 --> 00:01:17,020
+عايزين نيتهار عندى ..عندي اللي هي member المقطع
+
+18
+00:01:17,020 --> 00:01:22,860
+بتاعه مستطيل وفيه ثقب قطره D small عرض القطع W و
+
+19
+00:01:22,860 --> 00:01:30,060
+القطع تحت أثير axial loading انما اعطيني ال stress
+
+20
+00:01:30,060 --> 00:01:33,060
+concentration factor اللي هو geometric stress
+
+21
+00:01:33,060 --> 00:01:35,940
+concentration factor as a function of D على W
+
+22
+00:01:39,660 --> 00:01:44,430
+الـ geometric stress concentration factorهنا حالة
+
+23
+00:01:44,430 --> 00:01:48,810
+تانية عندي shaft في طيار في ال cross section من D
+
+24
+00:01:48,810 --> 00:01:53,090
+capital ل D small و ال shaft under pure bending و
+
+25
+00:01:53,090 --> 00:01:55,470
+في عندي هنا fillet فهذه المنطقة قاعدة على سبيل
+
+26
+00:01:55,470 --> 00:01:58,870
+المثال عندي stress concentration معطيني ال stress
+
+27
+00:01:58,870 --> 00:02:03,230
+concentration factor as a function of اللي هي R
+
+28
+00:02:03,230 --> 00:02:08,450
+على D small و as a function of D capital على D
+
+29
+00:02:08,450 --> 00:02:12,890
+small طبعا انا دول عينتين من الجداول
+
+30
+00:02:15,350 --> 00:02:18,770
+احنا حكينا with static loads and ductile materials
+
+31
+00:02:18,770 --> 00:02:22,730
+شبطر تلتة اذا كان ال load static و المادة ductile
+
+32
+00:02:22,730 --> 00:02:26,350
+near ال notch او near المنطقة اللي فيها stress
+
+33
+00:02:26,350 --> 00:02:30,970
+concentration بيصير ال highest fiber الطبقة
+
+34
+00:02:30,970 --> 00:02:34,350
+العلبية او القشرة اللي هو بتكون highly stressed
+
+35
+00:02:34,350 --> 00:02:40,920
+فممكن يصير فيها yield لانها ductileبيصير sharing
+
+36
+00:02:40,920 --> 00:02:43,840
+لل stress مع الطبقة اللي جانبها، و ال .. وها كذا،
+
+37
+00:02:43,840 --> 00:02:46,320
+يعني بيستخدم دي sharing .. sharing .. sharing ..
+
+38
+00:02:46,320 --> 00:02:50,480
+sharing .. sharing فبيصير stress relief او عادة
+
+39
+00:02:50,480 --> 00:02:56,000
+توزيع ل .. لل .. لل .. لل .. لل stress وبالتالي ال
+
+40
+00:02:56,000 --> 00:03:01,120
+part بيشوفش أي damage إلا إذا احنا خطينا اللي هو
+
+41
+00:03:01,120 --> 00:03:04,500
+ultimate strength للمaterial، بيصير فيه damageبس
+
+42
+00:03:04,500 --> 00:03:08,320
+طالما انا below ال .. ال tensile stress مابصيريش
+
+43
+00:03:08,320 --> 00:03:12,500
+تمشي، معناته في الحالة .. في حالة static loads و
+
+44
+00:03:12,500 --> 00:03:17,540
+ductile materials ال stress concentration يهمل for
+
+45
+00:03:17,540 --> 00:03:22,870
+static loads and ductile materialsإذا كان ال load
+
+46
+00:03:22,870 --> 00:03:28,530
+dynamic يعني متغير stress concentration لازم أخده
+
+47
+00:03:28,530 --> 00:03:34,370
+في الاعتبار حتى لو كانت المادة ductile المادة لو
+
+48
+00:03:34,370 --> 00:03:37,790
+كانت brittle ال material ال stress concentration
+
+49
+00:03:37,790 --> 00:03:41,690
+لازم يؤخذ بالاعتبار بغض النظر load static او
+
+50
+00:03:41,690 --> 00:03:46,450
+dynamicلأنه .. لأنه هي brittle ناشفة مش هيصير
+
+51
+00:03:46,450 --> 00:03:50,830
+sharing وبالتالي حيارة فعل stress في المنطقة ت
+
+52
+00:03:50,830 --> 00:03:56,150
+discontinue كتير وممكن يصير عنده locally ال stress
+
+53
+00:03:56,150 --> 00:03:58,450
+exceed ال ultimate strength ويصير failure
+
+54
+00:03:58,450 --> 00:04:02,250
+للمaterial عشانك في حالة ال brittle materials ال
+
+55
+00:04:02,250 --> 00:04:06,090
+.. ال stress concentration يُخد في عين الاعتبار
+
+56
+00:04:06,090 --> 00:04:09,230
+بغض النظر ال load static أو dynamic
+
+57
+00:04:14,560 --> 00:04:21,460
+الان طبعا احنا عشان تعمل design for strength محتاج
+
+58
+00:04:21,460 --> 00:04:26,120
+ل .. لنظريات اللي هو static failure theories
+
+59
+00:04:30,760 --> 00:04:33,780
+في حالة unique axial stress element هاندي unique
+
+60
+00:04:33,780 --> 00:04:38,820
+axial stress element تحت أثير force F والمقطع A لو
+
+61
+00:04:38,820 --> 00:04:41,900
+خدت section هين وعملت free body diagram هكون فيه F
+
+62
+00:04:41,900 --> 00:04:46,540
+وفيه هين عندى stress distribution axial stress
+
+63
+00:04:46,540 --> 00:04:52,920
+distribution اللي هو ال sigma بيساوي F على A في
+
+64
+00:04:52,920 --> 00:04:55,480
+الحالة هتكوني نحسب ال factor of safety N بيساوي
+
+65
+00:04:55,480 --> 00:05:02,020
+strength على sigmaطبعا إذا كان ال material دكتايل
+
+66
+00:05:02,020 --> 00:05:05,040
+ال strength بتكون yield strength، إذا كان في
+
+67
+00:05:05,040 --> 00:05:12,240
+المادة ال brittle بتكون tensile strength فببساطة
+
+68
+00:05:12,240 --> 00:05:16,380
+ال fact عامل أمان هو strength على stress، هذا في
+
+69
+00:05:16,380 --> 00:05:22,200
+حالة uniaxial state of stress أو tension test
+
+70
+00:05:22,200 --> 00:05:22,880
+specimen
+
+71
+00:05:25,520 --> 00:05:30,200
+في حالة ال element تحت الدراسة كان تحت multi-axial
+
+72
+00:05:30,200 --> 00:05:34,300
+stress element ال material لك من strength لها
+
+73
+00:05:34,300 --> 00:05:39,940
+strength واحدة لكن ال status stress is multiple
+
+74
+00:05:39,940 --> 00:05:43,480
+عندي sigma x وعندي sigma y وعندي sigma z يعني tau
+
+75
+00:05:43,480 --> 00:05:50,660
+xy tau xz tau yz فعندي انا طب كيف هقارن بين one
+
+76
+00:05:50,660 --> 00:05:51,240
+strength
+
+77
+00:05:53,800 --> 00:05:59,100
+مع multiple state of stress طبعا ال strength احنا
+
+78
+00:05:59,100 --> 00:06:05,380
+حكينا خاصية للمادة ما بتعتمد على ال geometry او ال
+
+79
+00:06:05,380 --> 00:06:10,920
+loading لكن ال state of stress بتعتمد على ال
+
+80
+00:06:10,920 --> 00:06:15,380
+loading و على ال geometry بتعتمد على ال loading و
+
+81
+00:06:15,380 --> 00:06:23,220
+ال geometry عشان هيك انا محتاج اجيب
+
+82
+00:06:24,510 --> 00:06:32,150
+propose some means to compare multi-axel state of
+
+83
+00:06:32,150 --> 00:06:39,770
+stress to single strength محتاج بطريقة ما انه اوجد
+
+84
+00:06:39,770 --> 00:06:44,510
+علاقة بال strength ل ال material بتاعة ال
+
+85
+00:06:44,510 --> 00:06:49,590
+mechanical member و اربطها في multi-axel stress
+
+86
+00:06:49,590 --> 00:06:50,470
+state
+
+87
+00:06:53,320 --> 00:06:58,820
+الان ملخص الشابتر هذا هيكون في الكتاب طبعا هو حاطط
+
+88
+00:06:58,820 --> 00:07:03,340
+هذا الشكل آخر الشابتر انا حاططها .. انا حاططها في
+
+89
+00:07:03,340 --> 00:07:08,540
+أول شابتر و آخر شابتر أول شي بدي أجي أفحص هل ال
+
+90
+00:07:08,540 --> 00:07:14,260
+materialdactile ولا brittle؟ إذا كان ال epsilon f
+
+91
+00:07:14,260 --> 00:07:16,940
+أكبر ويساوي point oh five ال material يتعتبر
+
+92
+00:07:16,940 --> 00:07:23,400
+dactile ال epsilon f اللي هو ال fracture strain ال
+
+93
+00:07:23,400 --> 00:07:32,760
+fracture strain لما تعمل plot لل tensile stress ..
+
+94
+00:07:32,760 --> 00:07:41,440
+tensile test هاي epsilon هذه sigmaهذه أبسلن اف هذه
+
+95
+00:07:41,440 --> 00:07:45,960
+الـ Strain ات فركتشا طبعا كل ما كبرت أبسلن اف كل
+
+96
+00:07:45,960 --> 00:07:51,880
+ما انا اتدكتلت ايش معناه بتزيد فأول شي هفحص اشوف
+
+97
+00:07:55,200 --> 00:07:58,260
+هل ال material دكتايل إذا .. دكتايل بتكون دكتايل
+
+98
+00:07:58,260 --> 00:08:02,280
+إذا epsilon أكبر من point O خمسة، بتكون brittle
+
+99
+00:08:02,280 --> 00:08:08,220
+إذا كانت أقل من point O خمسة، إلا إذا دكتايل، بدي
+
+100
+00:08:08,220 --> 00:08:11,160
+أشوف هل ال strength .. ال yield strength in
+
+101
+00:08:11,160 --> 00:08:14,080
+compression بيساوي yield strength in tension ولا
+
+102
+00:08:14,080 --> 00:08:17,920
+لأ؟ إذا yield strength in compression بيساوي yield
+
+103
+00:08:17,920 --> 00:08:22,780
+strength in tension، yesممكن استخدم نظريتين، يا
+
+104
+00:08:22,780 --> 00:08:27,120
+استخدم maximum shear stress theory أو distortion
+
+105
+00:08:27,120 --> 00:08:29,260
+energy theory
+
+106
+00:08:32,690 --> 00:08:35,890
+الان ال maximum shear stress theory is more
+
+107
+00:08:35,890 --> 00:08:41,510
+conservative .. is more conservative than اللي هي
+
+108
+00:08:41,510 --> 00:08:45,210
+ال distortion energy theory more conservative less
+
+109
+00:08:45,210 --> 00:08:50,730
+accurate ايش يعني conservative؟ it predicts ال
+
+110
+00:08:50,730 --> 00:08:54,430
+failure before it really happens يعني هم تتوقعوا
+
+111
+00:08:54,430 --> 00:08:58,150
+ال failure قبل ما حقيقة هنصير failure يعني هم
+
+112
+00:08:58,150 --> 00:09:08,180
+تتوقعوا مبكرnon conservative يعني بتتوقع ال
+
+113
+00:09:08,180 --> 00:09:11,640
+failure متأخر يعني ممكن يصير failure وهي تحكي لسه
+
+114
+00:09:11,640 --> 00:09:16,450
+لسه فش failure حسب النظريةال conservative بتحكي
+
+115
+00:09:16,450 --> 00:09:20,310
+انه صار failure و هو حقيقة ما صارش failure فال
+
+116
+00:09:20,310 --> 00:09:22,510
+maximum shear stress theory is more conservative
+
+117
+00:09:22,510 --> 00:09:25,370
+than the distortion energy theory طبعا هو هنا حاطط
+
+118
+00:09:25,370 --> 00:09:29,250
+ليه reference هساخد equation خمسة تلاتة equation
+
+119
+00:09:29,250 --> 00:09:35,250
+خمسة خمستاشر and equation خمسة تسعتاشرهذا في حالة
+
+120
+00:09:35,250 --> 00:09:39,250
+كانت yield strength in tension بيستوى ل yield
+
+121
+00:09:39,250 --> 00:09:42,630
+strength in compression إذا كانت yield strength in
+
+122
+00:09:42,630 --> 00:09:44,770
+tension مختلفة عن yield strength in compression
+
+123
+00:09:44,770 --> 00:09:49,370
+هستخدم ما يسمى ductile columnar theory بستخدم ال
+
+124
+00:09:49,370 --> 00:09:53,410
+question خمسة ستة و عشرين هذا كل المنطقة هذه بحكي
+
+125
+00:09:53,410 --> 00:09:56,690
+عن ductile material في حالة ال material كانت
+
+126
+00:09:56,690 --> 00:10:01,650
+brittleبدي اشوف اذا انا .. اذا for conservative
+
+127
+00:10:01,650 --> 00:10:06,910
+solution هستخدم ال brittle column more theory اللي
+
+128
+00:10:06,910 --> 00:10:10,950
+هي equation خمسة واحد تلاتين for more accurate
+
+129
+00:10:10,950 --> 00:10:14,730
+less conservative solution هستخدم اللي هي ال
+
+130
+00:10:14,730 --> 00:10:17,690
+modified more theory اللي هي equation خمسة اتنين و
+
+131
+00:10:17,690 --> 00:10:21,440
+تلاتين اللي انا هنا عامل انا equationEquations
+
+132
+00:10:21,440 --> 00:10:25,240
+Guide فهذه ال equation لأن هنا بيحكي عن أرقام
+
+133
+00:10:25,240 --> 00:10:29,360
+معادلة خمسة تلاتة مثلا هنا خمسة خمس اصطاش خمسة
+
+134
+00:10:29,360 --> 00:10:32,480
+اتساعتاش خمسة ستة وعشرين خمسة واحد تلاتين خمسة
+
+135
+00:10:32,480 --> 00:10:35,960
+اتنين وتلاتين عند هذه ال equation خمسة تلاتة
+
+136
+00:10:35,960 --> 00:10:39,980
+تاوميكس بالسواء اسواء على اتنين n خمسة خمس اصطاش
+
+137
+00:10:39,980 --> 00:10:43,380
+sigma prime بالسواء بجزر المعادلة اللي تشايفينها
+
+138
+00:10:43,380 --> 00:10:48,150
+ال sigma prime بالسواء اسواء على nو equation خمسة
+
+139
+00:10:48,150 --> 00:10:50,750
+ستة و عشرين اللي هي سجن واحد على أسلي معناه سجن
+
+140
+00:10:50,750 --> 00:10:54,270
+تلاتة على أسلي بيسوا واحد على ان و هذه equation
+
+141
+00:10:54,270 --> 00:10:58,190
+خمسة واحد تلاتين و هذه equation خمسة اتنين و
+
+142
+00:10:58,190 --> 00:11:03,370
+تلاتين طيب
+
+143
+00:11:03,370 --> 00:11:07,990
+هنبدأ أولش في maximum normal stress theory maximum
+
+144
+00:11:07,990 --> 00:11:14,070
+normal stress theoryال maximum normal stress
+
+145
+00:11:14,070 --> 00:11:16,810
+theory بتحكي انه ال yielding بيبدأ يصير yielding
+
+146
+00:11:16,810 --> 00:11:21,010
+في المادة يعني بيبدأ يصير plastic deformation لما
+
+147
+00:11:21,010 --> 00:11:26,950
+ال maximum principle stress في stress element
+
+148
+00:11:26,950 --> 00:11:32,600
+يتخطى lead strength للمادةبتصير yielding يعني
+
+149
+00:11:32,600 --> 00:11:34,780
+بندخل ل plastic region يعني بتبدأ تصير عندك
+
+150
+00:11:34,780 --> 00:11:38,380
+plastic deformation لما ال maximum principal
+
+151
+00:11:38,380 --> 00:11:43,560
+stress يتخطى ال yield strength المaterial يتخطى
+
+152
+00:11:43,560 --> 00:11:47,580
+بيصير يبدأ عشان ده yielding و ال mechanical
+
+153
+00:11:47,580 --> 00:11:53,820
+members مش لازم تدخل ل plastic range خلالعملها
+
+154
+00:11:53,820 --> 00:11:57,400
+خلال متقد الوظيفة بتاعتها مش لازم تدخل ال plastic
+
+155
+00:11:57,400 --> 00:12:00,900
+range ليش؟ اذا دخلت ال plastic range بعد ما اطفل
+
+156
+00:12:00,900 --> 00:12:04,000
+machine مثلا كان طوله مثلا مائة ملي صارت مائة و
+
+157
+00:12:04,000 --> 00:12:08,500
+اتنين ملي اضغط شغل مرتين صارت مائة و خمسة يعني بعد
+
+158
+00:12:08,500 --> 00:12:13,440
+تشغيل تشغل تاني تخرج القطعة ممكن يصير فيها elastic
+
+159
+00:12:13,440 --> 00:12:16,960
+deformation مجرد ما شيل ال loading على ترجع زي ما
+
+160
+00:12:16,960 --> 00:12:17,460
+كانت
+
+161
+00:12:21,650 --> 00:12:25,390
+أه طبعا في الأول انا لازم اولد ل principle
+
+162
+00:12:25,390 --> 00:12:27,790
+stresses فاكرين سيجما واحد و سيجما اتنين و سيجما
+
+163
+00:12:27,790 --> 00:12:32,910
+تلاتة انا بحكي عن principle stresses بستخدم more
+
+164
+00:12:32,910 --> 00:12:36,770
+circle to find the principle stresses و I compare
+
+165
+00:12:36,770 --> 00:12:40,250
+ال largest principle stress ل yield strength إذا
+
+166
+00:12:40,250 --> 00:12:42,930
+كان ال largest principle stress أكبر من yield
+
+167
+00:12:42,930 --> 00:12:46,470
+strength معناته في عندي failure إذا أقل من yield
+
+168
+00:12:46,470 --> 00:12:48,750
+strength معناته مافي عندي failure
+
+169
+00:12:55,550 --> 00:13:01,530
+الان هنا عندى من more circle يعني رسمت S1 على S Y
+
+170
+00:13:01,530 --> 00:13:10,130
+ريشو يعني هذه S1 على S Y وهنا عندى Sigma 2 على S Y
+
+171
+00:13:10,130 --> 00:13:13,390
+يعني
+
+172
+00:13:13,390 --> 00:13:18,570
+من more circle إذا كان في المربع الأول كانtwo
+
+173
+00:13:18,570 --> 00:13:23,330
+points of stress سيجمه واحد و سيجمه اتنين موجبين
+
+174
+00:13:23,330 --> 00:13:27,430
+برتب زي فاكر كنت ارتب انا سيجمه واحد اكبر من سيجمه
+
+175
+00:13:27,430 --> 00:13:33,050
+اتنين اكبر من سيجمه تلاتة هيكون بيصير failure عنده
+
+176
+00:13:33,050 --> 00:13:36,290
+لما سيجمه واحد بيساوي الأسواق يعني السيجمه واحد
+
+177
+00:13:36,290 --> 00:13:40,410
+الأسواق ايش بيساوي واحد معناته هذا هو ال failure
+
+178
+00:13:40,410 --> 00:13:47,070
+profile failure profile لحظة في المربع هذا
+
+179
+00:13:50,650 --> 00:13:57,890
+ال .. ال .. الآن بيصير عندى failure طبعا هاد ال
+
+180
+00:13:57,890 --> 00:13:59,870
+data هاد ال experimental data هاد البيانات
+
+181
+00:13:59,870 --> 00:14:06,150
+الحقيقية ال theory it predicts ال failure و لسه
+
+182
+00:14:06,150 --> 00:14:10,870
+حقيقة ماصارش failure لسه حقيقة ماصارش failure يعني
+
+183
+00:14:10,870 --> 00:14:15,790
+هي .. هي ال failure فى البرامعناته في الحالة ان
+
+184
+00:14:15,790 --> 00:14:20,210
+كان sigma واحد و sigma اتنين موجبين النظرية is
+
+185
+00:14:20,210 --> 00:14:25,110
+safe and conservative عشان استخدمها اذا كان واحد
+
+186
+00:14:25,110 --> 00:14:30,630
+منهم موجب يعني واحد من ال principal is موجب
+
+187
+00:14:30,630 --> 00:14:39,450
+والتاني سالب يعني هكون في مربع ياش الرابع هاي ال
+
+188
+00:14:39,450 --> 00:14:39,810
+failure
+
+189
+00:14:42,480 --> 00:14:49,460
+failure profile لأن هذا ال experimental data الآن
+
+190
+00:14:49,460 --> 00:14:55,840
+ال theory it predicts ال failure على الخط هذا و
+
+191
+00:14:55,840 --> 00:15:01,140
+already جوا المنطقة المفروض تعتبر safe حقيقة صار
+
+192
+00:15:01,140 --> 00:15:06,840
+failure معناه it is not accurate it is not safe to
+
+193
+00:15:06,840 --> 00:15:14,090
+use this theory في ال designطبعا هذه النظرية اللى
+
+194
+00:15:14,090 --> 00:15:18,110
+مستعرضها متستخدمش فى ال design يعنى .. يعني
+
+195
+00:15:18,110 --> 00:15:21,470
+استخدامات تاريخى فقط لا تستخدم ال maximum normal
+
+196
+00:15:21,470 --> 00:15:25,710
+stress theory الاكتر استخدام الاكتر شيوعان اللى هى
+
+197
+00:15:25,710 --> 00:15:27,730
+ال maximum shear stress theory او ال distortion
+
+198
+00:15:27,730 --> 00:15:31,130
+energy theory او ما يسمى ال von Mises theory
+
+199
+00:15:34,930 --> 00:15:39,250
+طيب النظرية التانية هي ال maximum shear stress
+
+200
+00:15:39,250 --> 00:15:42,590
+theory ال maximum shear stress theory بتحكي انه
+
+201
+00:15:42,590 --> 00:15:47,390
+بيصير yielding او بيبدأ ال yielding يعني نبدأ ندخل
+
+202
+00:15:47,390 --> 00:15:50,010
+ال plastic range نبدأ ال deformation تكون
+
+203
+00:15:50,010 --> 00:15:57,650
+permanent لما ال maximum shear في ال stress
+
+204
+00:15:57,650 --> 00:16:01,450
+element تحت الدراسة يتخطى
+
+205
+00:16:03,530 --> 00:16:07,230
+ال yield strength in shear ال yield strength in
+
+206
+00:16:07,230 --> 00:16:11,810
+shear او يتخطى ال tau maximum بتاع ال tension test
+
+207
+00:16:11,810 --> 00:16:15,950
+specimen او لما يعني بصير عندى yielding او بدخل ال
+
+208
+00:16:15,950 --> 00:16:20,270
+plastic range او ال yielding ببدأ لمن ال maximum
+
+209
+00:16:20,270 --> 00:16:24,750
+shear stress في ال stress element تحت الدراسة
+
+210
+00:16:24,750 --> 00:16:29,910
+يتخطى ال maximum shear stress لتنسى ال test
+
+211
+00:16:29,910 --> 00:16:32,970
+specimen of the same material as the mechanical
+
+212
+00:16:33,610 --> 00:16:39,890
+part في ال tensile test ال tensile test بيكون
+
+213
+00:16:39,890 --> 00:16:47,970
+المنبر انا عندى ال sigma و ال sigma صح اذا اخدت
+
+214
+00:16:47,970 --> 00:16:53,730
+element انا عندى ال sigma و ال sigma لما انا اجى
+
+215
+00:16:53,730 --> 00:16:54,850
+ارسم more circle
+
+216
+00:17:00,330 --> 00:17:05,570
+هيكون عندى في سيجما وزيرو هذه سيجما وزيرو مافيش
+
+217
+00:17:05,570 --> 00:17:12,110
+share وفي تاني المحور تاني سفر و سفر هي مار سيركل
+
+218
+00:17:12,110 --> 00:17:16,330
+و
+
+219
+00:17:16,330 --> 00:17:23,790
+انا بتحدي السيجما واحد هذه سيجما اتنين اللى هي
+
+220
+00:17:23,790 --> 00:17:24,970
+سيجما واحد تستوى سيجما
+
+221
+00:17:31,770 --> 00:17:35,470
+الان ال tau maximum ايش يساوي في حال الحلقة دي
+
+222
+00:17:35,470 --> 00:17:42,530
+sigma واحد minus sigma اتنين على اتنين اللي هي
+
+223
+00:17:42,530 --> 00:17:48,730
+هتكون sigma واحد على اتنين الان بيبدأ يصير
+
+224
+00:17:48,730 --> 00:17:53,790
+yielding لما sigma واحد ايش يساوي as y بيبدأ يصير
+
+225
+00:17:53,790 --> 00:18:00,400
+yielding لما sigma واحد يساوي as yعلى اتنين معناته
+
+226
+00:18:00,400 --> 00:18:05,160
+هدوة كونها ده ال tau maximum ل .. ل .. ل tensile
+
+227
+00:18:05,160 --> 00:18:10,600
+specimen هي ال yield .. ال yield strength انش
+
+228
+00:18:10,600 --> 00:18:17,580
+بسميها as .. as y بتكون سواء as y على اتنين as ..
+
+229
+00:18:17,580 --> 00:18:21,880
+as y بيكون سواء as y على اتنين معناته لما tau
+
+230
+00:18:21,880 --> 00:18:31,980
+maximum في ال mechanical elementتحت الدراسة تكون
+
+231
+00:18:31,980 --> 00:18:42,680
+أكبر أو يستوي SSY بيصير عنده what؟ yielding يعني
+
+232
+00:18:42,680 --> 00:18:53,520
+بيصير عنده failure يعني
+
+233
+00:18:53,520 --> 00:18:59,610
+نزل ما حكيناYielding begins when maximum shear
+
+234
+00:18:59,610 --> 00:19:03,650
+stress in a stress element under study exceeds the
+
+235
+00:19:03,650 --> 00:19:05,410
+lead strength in shear
+
+236
+00:19:15,850 --> 00:19:19,630
+عشان اطبق ال maximum share stress theory بستخدم
+
+237
+00:19:19,630 --> 00:19:24,550
+more circle عشان احسب ال maximum share stress ال
+
+238
+00:19:24,550 --> 00:19:27,270
+maximum share stress طبعا من ال more circle بحسب
+
+239
+00:19:27,270 --> 00:19:31,490
+سجن واحد و سجن اتنين و سجن تلاتة و برتب سجن واحد
+
+240
+00:19:31,490 --> 00:19:34,530
+اكبر من سجن اتنين اكبر من سجن تلاتة و ال tau
+
+241
+00:19:34,530 --> 00:19:37,990
+maximum حلال بيكون الساوي السجن واحد مناقص سجن
+
+242
+00:19:37,990 --> 00:19:39,370
+تلاتة على اتنين
+
+243
+00:19:41,860 --> 00:19:45,900
+المفروض for failure to happen هتكون sigma 1 minus
+
+244
+00:19:45,900 --> 00:19:51,600
+sigma 3 على 2 أكبر أو يساوي S Y على 2 يعني هتكون
+
+245
+00:19:51,600 --> 00:19:58,960
+sigma 1 معناه sigma 3 أكبر أو يساوي من S Y معناته
+
+246
+00:19:58,960 --> 00:20:03,420
+ال .. التومس أو ال factor of safety ال factor of
+
+247
+00:20:03,420 --> 00:20:08,180
+safety ان بيساوي
+
+248
+00:20:08,180 --> 00:20:16,030
+S S Yعلى تاو maximum اللي
+
+249
+00:20:16,030 --> 00:20:21,650
+هي أس أسوأ اللي هي أسوأ على اتنين على
+
+250
+00:20:21,650 --> 00:20:30,330
+تاو maximum بدي
+
+251
+00:20:30,330 --> 00:20:35,670
+أخد plain state of
+
+252
+00:20:35,670 --> 00:20:36,310
+stress
+
+253
+00:20:43,750 --> 00:20:49,530
+plain state of stress يعني عندى stress element
+
+254
+00:20:49,530 --> 00:20:53,250
+عندى
+
+255
+00:20:53,250 --> 00:21:03,870
+two non .. عندى sigma a و
+
+256
+00:21:03,870 --> 00:21:10,210
+sigma b هدول
+
+257
+00:21:10,210 --> 00:21:11,030
+principle stresses
+
+258
+00:21:14,060 --> 00:21:21,300
+هنرتبهم بحيث سيجما واحد اكبر من سيجما اتنين اكبر
+
+259
+00:21:21,300 --> 00:21:27,480
+من سيجما تلاتة لان اكيد tau max بالساوية سيجما
+
+260
+00:21:27,480 --> 00:21:38,000
+واحد minus سيجما تلاتة على اتنين الان في تلت حالات
+
+261
+00:21:38,000 --> 00:21:43,720
+هندرس تلت حالات ان سيجما او بيه اتنينين موجبين
+
+262
+00:21:46,440 --> 00:21:49,980
+الحلو يعني سيجما ايه اكبر يساوي سيجما بيه اكبر
+
+263
+00:21:49,980 --> 00:21:55,240
+يساوي سفر يعني التانين موجبين الحلو التاني ان
+
+264
+00:21:55,240 --> 00:22:00,350
+واحدة موجبةوحدة ثالثة مانعته ال sigma one هتكون
+
+265
+00:22:00,350 --> 00:22:05,570
+ايش sigma a و sigma two هتكون الصفر و sigma تلاتة
+
+266
+00:22:05,570 --> 00:22:10,710
+ليهاش اللي هي sigma b الحالة التالتة تنتين ثالثين
+
+267
+00:22:10,710 --> 00:22:13,410
+تنتين compression يعني هتكون sigma واحد اللي هي
+
+268
+00:22:13,410 --> 00:22:18,510
+صفر و sigma اتنين اللي هي sigma a و sigma تلاتة
+
+269
+00:22:18,510 --> 00:22:21,070
+اللي هي sigma b هنشوف تلت حلقة هدول
+
+270
+00:22:26,620 --> 00:22:35,680
+Case one عندي sigma a اكبر او يساوي sigma b اكبر
+
+271
+00:22:35,680 --> 00:22:39,220
+او يساوي صفر معناته هنا sigma a هتكون ايه؟ sigma
+
+272
+00:22:39,220 --> 00:22:42,940
+واحد sigma اللي هي sigma واحد sigma b اللي هي
+
+273
+00:22:42,940 --> 00:22:48,380
+sigma اتنين و sigma تلاتة اللي هي ايه؟ zero معناه
+
+274
+00:22:48,380 --> 00:22:54,860
+ال tau maximum مش يساوي يعني عندي هنا sigma a
+
+275
+00:22:57,670 --> 00:23:10,410
+أكبر أو يساوي أكبر أو يساوي أكبر
+
+276
+00:23:10,410 --> 00:23:11,610
+أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي
+
+277
+00:23:11,610 --> 00:23:12,450
+أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو
+
+278
+00:23:12,450 --> 00:23:13,390
+يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي
+
+279
+00:23:13,390 --> 00:23:13,930
+أكبر أو يساوي أكبر أو يساوي أكبر أو يساوي أكبر أو
+
+280
+00:23:13,930 --> 00:23:13,950
+أكبر أو يساوي
+
+281
+00:23:24,930 --> 00:23:30,790
+بصير failure لما هذا يكون اكبر او يساوي S Y على
+
+282
+00:23:30,790 --> 00:23:38,210
+اتنين يعني لما ال sigma A اكبر او يساوي S Y
+
+283
+00:23:57,380 --> 00:24:02,880
+إذا كان عندى على المحور الأفق سيجما A وهنا
+
+284
+00:24:02,880 --> 00:24:12,860
+سيجما B و ال load line أنا عندى هى بحكي اللى بيصير
+
+285
+00:24:12,860 --> 00:24:21,280
+failure بيصير failure لما سيجما A أكبر ويستوي يعني
+
+286
+00:24:21,280 --> 00:24:22,280
+هى عندى هى S Y
+
+287
+00:24:28,040 --> 00:24:32,300
+و هنا عندى
+
+288
+00:24:32,300 --> 00:24:38,420
+برضه sy ال
+
+289
+00:24:38,420 --> 00:24:43,920
+load line هو ال stress الحقيقي عندى هاي ال stress
+
+290
+00:24:43,920 --> 00:24:49,740
+الحقيقي له
+
+291
+00:24:49,740 --> 00:24:50,280
+قيمة
+
+292
+00:25:02,820 --> 00:25:09,160
+هذا بسميه load line إذا
+
+293
+00:25:09,160 --> 00:25:11,780
+كان ال load هاي .. هاي ال stress sigma a و sigma b
+
+294
+00:25:11,780 --> 00:25:17,820
+أنا جوا مافيش failure لما أصير هنا بيصير عندي
+
+295
+00:25:17,820 --> 00:25:25,300
+failure في الحالة هذه بيصير failure لما sigma a
+
+296
+00:25:29,050 --> 00:25:32,230
+السيجما ايه بيستوى س و ايه السيجما ايه بيستوى س و
+
+297
+00:25:32,230 --> 00:25:37,110
+ايه سيجما ايه بيستوى س و ايه سيجما ايه بيستوى س و
+
+298
+00:25:37,110 --> 00:25:40,270
+ايه سيجما ايه بيستوى س و ايه سيجما ايه بيستوى س و
+
+299
+00:25:40,270 --> 00:25:42,150
+ايه سيجما ايه بيستوى س و ايه سيجما ايه بيستوى س و
+
+300
+00:25:42,150 --> 00:25:42,950
+ايه سيجما ايه بيستوى س و ايه سيجما ايه بيستوى س و
+
+301
+00:25:42,950 --> 00:25:44,130
+ايه سيجما ايه بيستوى س و ايه سيجما ايه بيستوى س و
+
+302
+00:25:44,130 --> 00:25:48,050
+ايه سيجما ايه بيستوى س و ايه سي
+
+303
+00:25:51,270 --> 00:25:57,610
+على ال sigma a سواء فترة ال safety إذا كان sigma
+
+304
+00:25:57,610 --> 00:25:58,330
+أسواق أسواق أسواق أسواق أسواق أسواق أسواق أسواق
+
+305
+00:25:58,330 --> 00:25:58,690
+أسواق أسواق أسواق أسواق أسواق أسواق أسواق أسواق
+
+306
+00:25:58,690 --> 00:26:01,010
+أسواق أسواق أسواق أسواق أسواق أسواق أسواق أسواق
+
+307
+00:26:01,010 --> 00:26:01,270
+أسواق أسواق أسواق أسواق أسواق أسواق أسواق أسواق
+
+308
+00:26:01,270 --> 00:26:01,670
+أسواق أسواق أسواق أسواق أسواق أسواق أسواق أسواق
+
+309
+00:26:01,670 --> 00:26:19,230
+أسواق أسواق أسواق أسوا
+
+310
+00:26:19,790 --> 00:26:24,970
+الحالة التانية ان واحد موجب واحد سالف يعني ال
+
+311
+00:26:24,970 --> 00:26:32,390
+sigma a اكبر او يساوي صفر اكبر او يساوي sigma b
+
+312
+00:26:32,390 --> 00:26:39,330
+معناته هذا sigma واحد sigma اتنين sigma تلاته صح؟
+
+313
+00:26:39,330 --> 00:26:41,090
+معناته ال tau ماجستراشو الساوي
+
+314
+00:26:44,730 --> 00:26:47,610
+السيجما واحد ناقص سيجما تلاتة اللي هي سيجما A
+
+315
+00:26:47,610 --> 00:26:53,050
+minus سيجما B على اتنين بيصير failure لما نهادر
+
+316
+00:26:53,050 --> 00:26:59,910
+انتقال maximum أكبر هو يساوي SY على اتنين يعني
+
+317
+00:26:59,910 --> 00:27:09,450
+سيجما A minus سيجما B بيساوي SY يعني احنا نضرب
+
+318
+00:27:09,450 --> 00:27:16,840
+minus plus minus minus يعني السيجما Bبالساوية
+
+319
+00:27:16,840 --> 00:27:29,020
+sigma a minus sy يعني
+
+320
+00:27:29,020 --> 00:27:34,500
+لو sigma a صفر هاد معادلة خطية بين sigma b و sigma
+
+321
+00:27:34,500 --> 00:27:39,580
+a ال slope بتاعها وقعت لو sigma a صفر بتكون القيمة
+
+322
+00:27:39,580 --> 00:27:42,540
+minus sy
+
+323
+00:27:45,390 --> 00:27:49,790
+لو سيجما ايه بالسواء اس واي سفر بقى انا بتقول هاي
+
+324
+00:27:49,790 --> 00:27:55,830
+هذا المعنى هاي الخط بتاعها هذا الخط اللي هو سيجما
+
+325
+00:27:55,830 --> 00:27:59,390
+بي
+
+326
+00:27:59,390 --> 00:28:05,850
+بالسواء سيجما ايه مانس اس واي او بنحكي سيجما ايه
+
+327
+00:28:05,850 --> 00:28:12,390
+مانس سيجما بي بالسواء اس واي نفس الشيء وهذا ال
+
+328
+00:28:12,390 --> 00:28:17,910
+load lineبس انا هاي اندي .. هاي .. هاي ال stress
+
+329
+00:28:17,910 --> 00:28:27,350
+level، هذا ال load line، و انا .. هاي ال
+
+330
+00:28:27,350 --> 00:28:29,310
+load line في حالة تالتة
+
+331
+00:28:31,850 --> 00:28:39,290
+ان يكون عند السفر كنتين سليبين اكبر او يساوي اكبر
+
+332
+00:28:39,290 --> 00:28:40,090
+او يساوي اكبر او يساوي اكبر او يساوي اكبر او يساوي
+
+333
+00:28:40,090 --> 00:28:41,850
+اكبر او يساوي اكبر او يساوي اكبر او يساوي اكبر
+
+334
+00:28:41,850 --> 00:28:42,490
+اكبر او يساوي اكبر اكبر اكبر اكبر اكبر اكبر اكبر
+
+335
+00:28:42,490 --> 00:28:47,690
+اكبر اكبر اكبر اكبر اكبر اكبر اكبر اكبر
+
+336
+00:28:47,690 --> 00:28:48,810
+اكبر اكبر اكبر اكبر اكبر اكبر اكبر اكبر اكبر اكبر
+
+337
+00:28:48,810 --> 00:28:52,470
+اكبر اكبر اكبر اكبر اكبر اكبر اكبر
+
+338
+00:28:54,210 --> 00:29:04,070
+minus sigma b على اتنين لازم يكون اكبر او يساوي SY
+
+339
+00:29:04,070 --> 00:29:13,050
+على اتنين صح؟ يعني هيكون minus sigma b اكبر او
+
+340
+00:29:13,050 --> 00:29:17,970
+يساوي SY اذا ضربت الطرفين ب minus فانتظر sigma b
+
+341
+00:29:20,380 --> 00:29:28,260
+لازم يكون اقل او يساوي S Y minus
+
+342
+00:29:28,260 --> 00:29:32,760
+S Y معناته
+
+343
+00:29:32,760 --> 00:29:36,240
+احنا هنكون تنتين ساين يعني هتكون في المربع هذا في
+
+344
+00:29:36,240 --> 00:29:45,300
+المربع هذا هكون عند ال profile بالشكل هذا وحكينا
+
+345
+00:29:45,300 --> 00:29:48,380
+هاي ال load line هاد السالة S Y
+
+346
+00:29:58,640 --> 00:30:03,080
+طيب محاضرة جاي بنكمل اعطيكوا العفو
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..9e0532022fc04ed0c90d645c4d7c7c1062fa6a1d
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/RUui4O54NhY_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 1613, "start": 5.03, "end": 16.13, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد هنخش ب chapter جديد failures resulting from static loading", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 8032, 1863, 9778, 8592, 4724, 7187, 10874, 16254, 3215, 20774, 16505, 490, 13437, 15114], "avg_logprob": -0.15113635767589917, "compression_ratio": 1.4303797468354431, "no_speech_prob": 1.0251998901367188e-05, "words": [{"start": 5.03, "end": 5.41, "word": "بسم", "probability": 0.821044921875}, {"start": 5.41, "end": 5.69, "word": " الله", "probability": 0.96435546875}, {"start": 5.69, "end": 5.99, "word": " الرحمن", "probability": 0.9765625}, {"start": 5.99, "end": 6.31, "word": " الرحيم", 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loading لكن ال state of stress بتعتمد على ال loading و على ال geometry بتعتمد على ال loading و ال geometry عشان هيك انا محتاج اجيب", "tokens": [2304, 3615, 3866, 1785, 295, 4244, 23032, 3555, 3615, 995, 2423, 3800, 1975, 5016, 8315, 11331, 4117, 1829, 8315, 16490, 33546, 10632, 5296, 19528, 18513, 3660, 19446, 39894, 34268, 2304, 3215, 15844, 2423, 18426, 1975, 2407, 2423, 15114, 44381, 2423, 1785, 295, 4244, 39894, 34268, 2304, 3215, 15844, 2423, 15114, 4032, 15844, 2423, 18426, 39894, 34268, 2304, 3215, 15844, 2423, 15114, 4032, 2423, 18426, 6225, 8592, 7649, 39896, 4117, 1975, 8315, 3714, 33753, 26108, 1975, 7435, 1829, 3555], "avg_logprob": -0.1150118668999853, "compression_ratio": 1.9244186046511629, "no_speech_prob": 1.1920928955078125e-07, "words": [{"start": 353.8, "end": 354.18, "word": "مع", "probability": 0.88671875}, {"start": 354.18, "end": 354.68, "word": " multiple", "probability": 0.8017578125}, {"start": 354.68, "end": 355.32, "word": " state", "probability": 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"end": 796.77, "text": "الان هنا عندى من more circle يعني رسمت S1 على S Y ريشو يعني هذه S1 على S Y وهنا عندى Sigma 2 على S Y يعني من more circle إذا كان في المربع الأول كان", "tokens": [6027, 7649, 34105, 43242, 7578, 9154, 544, 6329, 37495, 22653, 12602, 38251, 2655, 318, 16, 15844, 318, 398, 12602, 1829, 8592, 2407, 37495, 22653, 29538, 318, 16, 15844, 318, 398, 4032, 3224, 8315, 43242, 7578, 36595, 568, 15844, 318, 398, 37495, 22653, 9154, 544, 6329, 11933, 15730, 25961, 8978, 9673, 25513, 3615, 16247, 12610, 25961], "avg_logprob": -0.35407365964991705, "compression_ratio": 1.5957446808510638, "no_speech_prob": 0.0, "words": [{"start": 775.5500000000001, "end": 776.3100000000001, "word": "الان", "probability": 0.841552734375}, {"start": 776.3100000000001, "end": 777.07, "word": " هنا", "probability": 0.62353515625}, {"start": 777.07, "end": 778.81, "word": " عندى", "probability": 0.4908447265625}, {"start": 778.81, "end": 778.93, "word": " من", "probability": 0.308837890625}, 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1437.38, "end": 1462.28, "text": "إذا كان عندى على المحور الأفق سيجما A وهنا سيجما B و ال load line أنا عندى هى بحكي اللى بيصير failure بيصير failure لما سيجما A أكبر ويستوي يعني هى عندى هى S Y", "tokens": [28814, 15730, 25961, 43242, 7578, 15844, 9673, 5016, 13063, 16247, 5172, 4587, 8608, 1829, 7435, 15042, 316, 37037, 8315, 8608, 1829, 7435, 15042, 363, 4032, 2423, 3677, 1622, 41850, 43242, 7578, 8032, 7578, 4724, 5016, 4117, 1829, 13672, 7578, 4724, 1829, 9381, 13546, 7763, 4724, 1829, 9381, 13546, 7763, 5296, 15042, 8608, 1829, 7435, 15042, 316, 5551, 4117, 26890, 4032, 1829, 14851, 45865, 37495, 22653, 8032, 7578, 43242, 7578, 8032, 7578, 318, 398], "avg_logprob": -0.34586149011109324, "compression_ratio": 1.5962732919254659, "no_speech_prob": 0.0, "words": [{"start": 1437.38, "end": 1437.68, "word": "إذا", "probability": 0.744384765625}, {"start": 1437.68, "end": 1437.88, "word": " كان", "probability": 0.90478515625}, {"start": 1437.88, "end": 1438.04, "word": " عندى", 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/S8bmEG8wYCk.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/S8bmEG8wYCk.srt
new file mode 100644
index 0000000000000000000000000000000000000000..72c3e356e9c243950c219bfd02bd2dadfc13e035
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/S8bmEG8wYCk.srt
@@ -0,0 +1,959 @@
+1
+00:00:05,570 --> 00:00:08,230
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,230 --> 00:00:14,030
+وبركاته هنكمل في مادة تصميم الآلات واحد الشطر
+
+3
+00:00:14,030 --> 00:00:19,430
+الثاني المحاضرة الفاتتة بدأنا نحكي على استخدام ال
+
+4
+00:00:19,430 --> 00:00:23,610
+singularity functions عشان نطلع ال reactions ونطلع
+
+5
+00:00:23,610 --> 00:00:28,250
+ال shear diagram و ال moment diagram حلنا مثال
+
+6
+00:00:28,250 --> 00:00:31,250
+اليوم هنحل كمان مثال
+
+7
+00:00:34,100 --> 00:00:42,060
+في المثال في عندي beam ال
+
+8
+00:00:42,060 --> 00:00:48,720
+beam مبسوط من طرف يعني cantilever beam ال
+
+9
+00:00:48,720 --> 00:00:55,800
+beam طوله عشرة انش طبعاً 
+
+10
+00:00:55,800 --> 00:01:02,820
+في concentrated moment متأثر عند الطرف D وفيه
+
+11
+00:01:02,820 --> 00:01:16,200
+distributed load بيأثر بالنقطة B وC هذا 
+
+12
+00:01:16,200 --> 00:01:22,720
+ال X axis هذا
+
+13
+00:01:22,720 --> 00:01:23,520
+ال Y axis
+
+14
+00:01:29,890 --> 00:01:36,610
+طبعاً هيكون عندي فين reaction force R1
+
+15
+00:01:36,610 --> 00:01:41,810
+وفي
+
+16
+00:01:41,810 --> 00:01:45,990
+moment رد
+
+17
+00:01:45,990 --> 00:01:49,370
+فعل M1
+
+18
+00:01:49,370 --> 00:01:53,770
+وفي moment هنا مركزة
+
+19
+00:01:58,560 --> 00:02:09,740
+اللي هي اثنين و أربعين باوند فورس انش عندها دي A B
+
+20
+00:02:09,740 --> 00:02:20,420
+C D فاني distributed load بين
+
+21
+00:02:20,420 --> 00:02:23,220
+B و C
+
+22
+00:02:27,810 --> 00:02:36,370
+قيمة عشرين pound force لكل انش نقطة B تبعد ثلاثة
+
+23
+00:02:36,370 --> 00:02:42,670
+انش نقطة
+
+24
+00:02:42,670 --> 00:02:47,770
+C سبعة
+
+25
+00:02:47,770 --> 00:02:51,410
+انش وطول
+
+26
+00:02:51,410 --> 00:02:55,170
+ال beam عشرة انش
+
+27
+00:03:04,370 --> 00:03:12,410
+بدنا نطلع ال reaction forces R1 و M1 والشير دياجرام
+
+28
+00:03:12,410 --> 00:03:16,410
+والمومنت دياجرام باستخدام اللي هي singularity
+
+29
+00:03:16,410 --> 00:03:28,570
+functions المعنى ده أول شي هنعرفه Q فعندي
+
+30
+00:03:28,570 --> 00:03:31,610
+M1 بالسالب minus M1
+
+31
+00:03:36,940 --> 00:03:42,240
+والمثل عند x ايش يساوي؟ zero يعني هتكون عند x
+
+32
+00:03:42,240 --> 00:03:52,400
+ناقص صفر ناقص اثنين صح؟ زائد
+
+33
+00:03:52,400 --> 00:04:04,980
+r واحد x ناقص صفر سالب واحد بعدين في عندي
+
+34
+00:04:04,980 --> 00:04:12,340
+distributed load لتحت اللي بتاعتها بتكون ناقص عشرين 
+
+35
+00:04:12,340 --> 00:04:17,900
+حافة حقوس خلنا بس نحكي لشغل طبعاً هذه هي لزمها
+
+36
+00:04:17,900 --> 00:04:24,060
+ايش step 
+
+37
+00:04:24,060 --> 00:04:28,500
+function صح لان step function خلنا نحكي بالله هذه
+
+38
+00:04:28,500 --> 00:04:31,020
+هذه ثلاثة انش
+
+39
+00:04:33,780 --> 00:04:46,640
+بدي احكي x-3,0 هيك هيكون شكلها صح هذه واحد الان في
+
+40
+00:04:46,640 --> 00:04:55,760
+عندي هي سبعة وهذه
+
+41
+00:04:55,760 --> 00:05:00,980
+x-7
+
+42
+00:05:02,670 --> 00:05:06,190
+زيرو يعني هذا switch بيشتغل بعد الثلاثة و هذا
+
+43
+00:05:06,190 --> 00:05:10,170
+switch بيشتغل بعد السبعة صح لإن طرحت هذا من هذا
+
+44
+00:05:10,170 --> 00:05:17,610
+ايش هيعطيني هاي
+
+45
+00:05:17,610 --> 00:05:21,290
+الثلاثة هاي السبعة من ثلاثة لسبعة بيشتغل يعني
+
+46
+00:05:21,290 --> 00:05:30,370
+هيكون هذا X ناقص ثلاثة زيرو ناقص X ناقص سبعة زيرو
+
+47
+00:05:37,330 --> 00:05:56,350
+-22x-3 0-x-7 0-240
+
+48
+00:06:04,790 --> 00:06:21,410
+-240 في X ناقص عشرة سالب اثنين هذه ال Q ال
+
+49
+00:06:21,410 --> 00:06:25,310
+V ايش هتساوي تقريباً
+
+50
+00:06:25,310 --> 00:06:28,750
+ل Q T X صح؟
+
+51
+00:06:31,060 --> 00:06:44,060
+هتكون ناقص M واحد X سالب واحد زائد
+
+52
+00:06:44,060 --> 00:06:53,720
+R واحد X صفر ناقص 
+
+53
+00:06:53,720 --> 00:06:59,600
+عشرين في
+
+54
+00:07:01,970 --> 00:07:16,290
+X ناقص ثلاثة واحد ناقص X ناقص سبعة واحد ناقص 
+
+55
+00:07:16,290 --> 00:07:30,050
+اثنين وأربعين X ناقص عشرة سالب واحد هاد ايش ال V ال
+
+56
+00:07:30,050 --> 00:07:36,550
+M هتكون تكامل ال
+
+57
+00:07:36,550 --> 00:07:46,410
+V DX يعني هيكون ناقص M واحد X
+
+58
+00:07:46,410 --> 00:07:58,330
+Zero زائد R واحد X واحد
+
+59
+00:08:01,960 --> 00:08:23,540
+-20 فى هذا هتكون نصف X-3 2- نصف X-7 2 ناقص
+
+60
+00:08:23,540 --> 00:08:28,980
+240 X-10
+
+61
+00:08:39,100 --> 00:08:51,600
+زيرو يعني احنا عندنا X سالب واحد و X زيرو و
+
+62
+00:08:51,600 --> 00:08:59,330
+X سالب ثلاثة واحد و X ناقص ثلاثة X نقص سبعة واحد و
+
+63
+00:08:59,330 --> 00:09:09,530
+X نقص عشرة سالب واحد يعني
+
+64
+00:09:09,530 --> 00:09:15,730
+أول واحدة هذه بتشتغل فقط عند X بالساوية صفر فقط أي
+
+65
+00:09:15,730 --> 00:09:22,950
+نقطة تانية مش موجودة هذه switch بتشتغل بعد X
+
+66
+00:09:22,950 --> 00:09:25,030
+بالساوية أكبر من أو يساوي Zero
+
+67
+00:09:28,200 --> 00:09:34,360
+هذه رقم طلعة تبدأ تشتغل بعد X بالساوية ثلاثة
+
+68
+00:09:34,360 --> 00:09:41,000
+وهذه رقم طلعة برضه تبدأ تشتغل بعد X بالساوية
+
+69
+00:09:41,000 --> 00:09:48,940
+أكبر من أو يساوي سبعة وهذه concentrated او تبدأ تشتغل
+
+70
+00:09:48,940 --> 00:09:54,820
+عند او تشتغل فقط عند X بالساوية عشرة زي X
+
+71
+00:09:54,820 --> 00:09:56,700
+بساوي عشرة ما لهاش قيمة
+
+72
+00:10:00,880 --> 00:10:08,280
+طيب at x بالساوية نحكي زيرو ناقص يعني قبل zero
+
+73
+00:10:08,280 --> 00:10:16,780
+ايش هكون V بالساوية هذا
+
+74
+00:10:16,780 --> 00:10:23,160
+هتكون صفر ال x سالب واحد اللي مابتشتغل عند صفر عند 
+
+75
+00:10:23,160 --> 00:10:27,340
+zero plus او zero minus مابتشتغل يعني هتكون صفر
+
+76
+00:10:30,740 --> 00:10:35,620
+و هذي ستشتغل عند x أكبر من أو يساوي صفر برضه ياش صفر
+
+77
+00:10:35,620 --> 00:10:45,780
+و هذي تشتغل بعد ثلاثة و هذي بعد سبعة يعني ناقص صفر
+
+78
+00:10:45,780 --> 00:10:52,620
+برضه و هذي برضه ياش صفر برضه صحيح اكيد ما في شيء
+
+79
+00:10:52,620 --> 00:10:56,140
+يرقب بال X أكبر من أو يساوي Zero طيب و ال moment نفس
+
+80
+00:10:56,140 --> 00:10:56,620
+الأشياء
+
+81
+00:11:01,160 --> 00:11:06,480
+هذا step function بيشتغل عند x أكبر من أو يساوي صفر
+
+82
+00:11:06,480 --> 00:11:11,780
+معناته دي اش صفر هذا
+
+83
+00:11:11,780 --> 00:11:16,560
+طالع رام تبدأ تشتغل عند x أكبر من أو يساوي zero يعني
+
+84
+00:11:16,560 --> 00:11:21,880
+صفر وهذا
+
+85
+00:11:21,880 --> 00:11:25,460
+طبعاً صفر
+
+86
+00:11:25,460 --> 00:11:25,900
+و صفر
+
+87
+00:11:31,550 --> 00:11:43,870
+و هذا صفر معناته صحيح عند at x بالساوية عشرة plus
+
+88
+00:11:43,870 --> 00:11:52,290
+عند x بالساوية عشرة plus هكون عند ال V
+
+89
+00:11:59,970 --> 00:12:06,210
+هذه أساساً تشتغل Grand X بستوى صفر ناقص 
+
+90
+00:12:06,210 --> 00:12:12,670
+صفر وهذه شغالة بعد X أكبر من و أكبر بستوى صفر زائد R
+
+91
+00:12:12,670 --> 00:12:22,790
+واحد في واحد زائد R واحد وهذه
+
+92
+00:12:22,790 --> 00:12:23,090
+RAM
+
+93
+00:12:25,910 --> 00:12:28,930
+بتشتغل بعد ثلاثة وهذه تشتغل بعد سبعة وهي بتكون 
+
+94
+00:12:28,930 --> 00:12:36,730
+ناقص عشرين فيها هذه هتكون قيمتها X اللي هي X
+
+95
+00:12:36,730 --> 00:12:46,650
+قيمتها عشرة هتكون عشرة ناقص ثلاثة ناقص عشرة ناقص
+
+96
+00:12:46,650 --> 00:12:47,130
+سبعة
+
+97
+00:12:54,390 --> 00:12:59,030
+وهذه شغالة فقط عند x بالساوية ايش عشرة مانا تقعد
+
+98
+00:12:59,030 --> 00:13:07,090
+هتكون ايش قيمتها صفر لان عشرة plus منها
+
+99
+00:13:07,090 --> 00:13:12,590
+بحسب ايش ال R واحد هتكون
+
+100
+00:13:12,590 --> 00:13:21,370
+بتساوي ان عشرة ناقص ثلاثة كم سبعة ناقص ثلاثة أربعة
+
+101
+00:13:21,370 --> 00:13:23,730
+في عشرين ثمانين
+
+102
+00:13:26,570 --> 00:13:32,550
+ثمانين pound force ومنطقة انت عندها كان عشرين في
+
+103
+00:13:32,550 --> 00:13:37,410
+أربعة ثمانين برضه
+
+104
+00:13:37,410 --> 00:13:43,370
+عند X السواء عشرة ال M العود فيها دي عند X السواء
+
+105
+00:13:43,370 --> 00:13:49,730
+عشرة عشرة plus فانا دوة سواء صفر
+
+106
+00:13:52,580 --> 00:14:01,960
+الـ M مستوى صفر بتساوي هذه
+
+107
+00:14:01,960 --> 00:14:07,360
+شغالة بعد ايش؟ بعد صفر اكبر الصوصة معناته ناقص M
+
+108
+00:14:07,360 --> 00:14:12,560
+واحد زائد
+
+109
+00:14:12,560 --> 00:14:25,510
+R واحد هذه طالعة رقم في ايش؟ في عشرة ناقص خلّيني
+
+110
+00:14:25,510 --> 00:14:31,890
+أطلع نص برا ناقص عشرين في نص ناقص عشرة في
+
+111
+00:14:31,890 --> 00:14:36,610
+سبعة
+
+112
+00:14:36,610 --> 00:14:47,830
+ناقص ثلاثة كل تربيع مش سبعة عشرة ناقص ثلاثة 
+
+113
+00:14:51,420 --> 00:14:58,840
+تربيع ناقص عشرة ناقص سبعة تربيع
+
+114
+00:14:58,840 --> 00:15:07,700
+و
+
+115
+00:15:07,700 --> 00:15:12,760
+هذه step function بيشتغل عند x أكبر من أو يساوي عشرة
+
+116
+00:15:12,760 --> 00:15:18,220
+يعني هيكون قيمة واحدة ناقص اثنين وأربعين
+
+117
+00:15:26,740 --> 00:15:31,920
+هذا عشرة ناقص ثلاثة سبعة تربيع تسعة وأربعين تسعة
+
+118
+00:15:31,920 --> 00:15:39,800
+وأربعين ناقص تسعة وأربعين في عشرة أربع مية مع
+
+119
+00:15:39,800 --> 00:15:46,780
+المئتين وأربعين ناقص مئتين وستين ناقص مئتين وستين
+
+120
+00:15:46,780 --> 00:15:52,120
+زائد مائة وأربعين مائة وأربعين ما ننقص M واحد في الساوية
+
+121
+00:15:52,120 --> 00:15:53,660
+مائة وأربعين
+
+122
+00:15:59,130 --> 00:16:09,630
+نتأكد ناقص مائة وأربعين ناقص مائة وأربعين ناقص
+
+123
+00:16:09,630 --> 00:16:14,110
+مئتين وأربعين كم يعني مئتين وأربعين و مئتين و
+
+124
+00:16:14,110 --> 00:16:19,890
+أربعين و مائة وأربعين ثلاث مائة وثمانين ثلاث مائة و
+
+125
+00:16:19,890 --> 00:16:25,870
+ثمانين ثلاث مائة وثمانين و أربع مية سبعة مائة و
+
+126
+00:16:25,870 --> 00:16:38,390
+ثمانين سبعة مائة وثمانين هد مائة وستين ماشي
+
+127
+00:16:38,390 --> 00:16:44,850
+pound force inch
+
+128
+00:16:44,850 --> 00:16:50,290
+حسبناش 
+
+129
+00:16:50,290 --> 00:16:52,070
+ال M واحد
+
+130
+00:16:54,860 --> 00:16:58,980
+معنى التعجب نقر اكتشاف حضارة سمالشير دياجرام
+
+131
+00:17:36,580 --> 00:17:46,240
+عنا من X X
+
+132
+00:17:46,240 --> 00:17:57,720
+بساوي صفر لتلاتة X أكبر من أو يساوي صفر لتلاتة
+
+133
+00:18:07,950 --> 00:18:13,830
+يعني هاي ال V عندي هذا
+
+134
+00:18:13,830 --> 00:18:17,970
+أساساً قيمته اللي قيمة فقط عند X أكبر من أو يساوي
+
+135
+00:18:17,970 --> 00:18:22,150
+صفر معناته أكبر من أو يساوي صفر ما فيش فيها قيمة
+
+136
+00:18:22,150 --> 00:18:28,150
+هذه صح هذه تشتغل بعد X أكبر من أو يساوي صفر يعني
+
+137
+00:18:28,150 --> 00:18:32,690
+عندك قيمة ياش أرواح اللي هي ياش ثمانية دلوقتي
+
+138
+00:18:32,690 --> 00:18:42,160
+شغالة على طول يعني هتكون من صفر .. هتكون ال V
+
+139
+00:18:42,160 --> 00:18:45,220
+بتساوي
+
+140
+00:18:45,220 --> 00:18:48,260
+هذه
+
+141
+00:18:48,260 --> 00:18:51,840
+بتشتغلش إلا غير بعد التلاتة وهذه بعد السبعة
+
+142
+00:18:51,840 --> 00:18:56,860
+بتشتغل اللي احنا أحيانا نحكي هي هتشتغل بعد X أكبر
+
+143
+00:18:56,860 --> 00:19:02,120
+من الصفر سفر هذه تشتغلش لغير بعد التلاتة هذه بعد
+
+144
+00:19:02,120 --> 00:19:07,050
+السبعة وها دي أنا ومافيش أي قيمة غير إن أنت العشرة
+
+145
+00:19:07,050 --> 00:19:12,250
+الـعشرة مانت هتكون شغال أول وهتكون V بالساوية R
+
+146
+00:19:12,250 --> 00:19:25,670
+واحد اللي هي كم تمانين pound force أنا هكون هاي
+
+147
+00:19:25,670 --> 00:19:29,970
+تمانين صح
+
+148
+00:19:29,970 --> 00:19:32,050
+X
+
+149
+00:19:34,460 --> 00:19:46,100
+أكبر أو يساوي تلاتة وأقل من سبعة برضه
+
+150
+00:19:46,100 --> 00:19:50,720
+بيضلوا شغال عندي V هذا
+
+151
+00:19:50,720 --> 00:19:57,860
+صفر هذا شغال الواحد وهذا
+
+152
+00:19:57,860 --> 00:20:01,580
+مشتغل الـ switch هنا ناقص عشرين
+
+153
+00:20:05,430 --> 00:20:13,810
+في X ناقص تلاتة بس
+
+154
+00:20:13,810 --> 00:20:26,870
+يعني هيكون تمانين يعني لو كانت X لو كانت X بالساوية
+
+155
+00:20:26,870 --> 00:20:31,510
+سبعة minus يعني add
+
+156
+00:20:36,520 --> 00:20:43,900
+at X بالساوية السبعة minus هيكون عندي الـ V بالساوية R
+
+157
+00:20:43,900 --> 00:20:52,420
+واحد هو كم تمانين ناقص عشرين في كم اللي هي سبعة
+
+158
+00:20:52,420 --> 00:21:02,160
+ناقص ثلاثة اللي هي إيش هتكون صفر يعني هينزل هيك
+
+159
+00:21:08,310 --> 00:21:22,330
+صح؟ طيبين X أكبر أو يساوي سبعة وأصغر من عشرة الـ V
+
+160
+00:21:22,330 --> 00:21:29,330
+هيكون سوى R واحد ناقص عشرين في X
+
+161
+00:21:33,320 --> 00:21:40,020
+minus تلاتة minus X minus سبعة هذا بيشتغل وهذا إيش
+
+162
+00:21:40,020 --> 00:21:45,600
+صفر يعني
+
+163
+00:21:45,600 --> 00:21:54,660
+at at
+
+164
+00:21:54,660 --> 00:22:01,680
+X بالساوية
+
+165
+00:22:04,130 --> 00:22:10,230
+عشرة minus هيكون
+
+166
+00:22:10,230 --> 00:22:19,390
+عندي الـ V هيساوي
+
+167
+00:22:19,390 --> 00:22:28,970
+هيكون R واحد ناقص
+
+168
+00:22:28,970 --> 00:22:38,140
+عشرين في X عشرة صح؟ في عشرة ناقص تلاتة minus عشرة
+
+169
+00:22:38,140 --> 00:22:42,320
+minus سبعة
+
+170
+00:22:42,320 --> 00:22:48,080
+هيساوي تمانين
+
+171
+00:22:48,080 --> 00:22:53,000
+ناقص
+
+172
+00:22:53,000 --> 00:23:01,060
+عشرين هنا دي سبعة سبعة ناقص تلاتة أربعة ناقص عشرين
+
+173
+00:23:01,060 --> 00:23:05,260
+في أربعة سفر لازم يبقى ماشي سفر احنا عارفين بس
+
+174
+00:23:05,260 --> 00:23:12,820
+نتأكد لازم يبقى ماشي سفر هاي الـ shear diagram الـ
+
+175
+00:23:12,820 --> 00:23:26,600
+moment diagram هحكي
+
+176
+00:23:26,600 --> 00:23:34,910
+هنا X بين أكبر من سفر والساوى سفر لتلاتة هيكون الـ M
+
+177
+00:23:34,910 --> 00:23:38,090
+هذا
+
+178
+00:23:38,090 --> 00:23:49,250
+مشتغل صح؟ minus M واحد زاد
+
+179
+00:23:49,250 --> 00:23:53,030
+R واحد في
+
+180
+00:23:53,030 --> 00:23:57,170
+X هذا
+
+181
+00:23:57,170 --> 00:24:05,730
+لسه ما اشتغلش لا هذا ولا هذا ولا هذا هيكون minus الـ
+
+182
+00:24:05,730 --> 00:24:12,450
+M واحد كم حسبنا احنا مية وستين زاد الـ R واحد
+
+183
+00:24:12,450 --> 00:24:18,890
+تمانين الـ X تلاتة صح هيكون
+
+184
+00:24:18,890 --> 00:24:25,170
+ميتين وأربعين نقص مية وستين تمانين pound force
+
+185
+00:24:25,170 --> 00:24:27,890
+انش يعني
+
+186
+00:24:34,300 --> 00:24:41,660
+الـ مشارع هذه هين هتكون عندها بدأ بناقص مية وستين
+
+187
+00:24:41,660 --> 00:24:47,780
+بده هين ناقص مية
+
+188
+00:24:47,780 --> 00:24:56,560
+وستين صح في moment هين أضيف عليها تمانين في تلاتة
+
+189
+00:24:56,560 --> 00:24:59,360
+متين عليهم تطلع عشان تمانين يعني هين هتكون
+
+190
+00:25:11,670 --> 00:25:23,270
+تمانين طيب for X أكبر أو يساوي تلاتة وأصغر من
+
+191
+00:25:23,270 --> 00:25:30,930
+سبعة هتكون الـ M so minus M واحد زاد R واحد في X
+
+192
+00:25:30,930 --> 00:25:43,450
+هذا هيشتغل احنا هنا احنا هنا حيكون ناقص عشرة في
+
+193
+00:25:43,450 --> 00:25:56,330
+X ناقص تلاتة تربيعا لما X تكون سبعة minus at X
+
+194
+00:25:56,330 --> 00:26:05,390
+equal سبعة minus حيكون عندي M بالساوية minus مية و
+
+195
+00:26:05,390 --> 00:26:13,250
+ستين زاد تمانين في
+
+196
+00:26:13,250 --> 00:26:17,250
+سبعة ناقص
+
+197
+00:26:17,250 --> 00:26:27,350
+عشرة في سبعة ناقص تلاتة كل تربيع يعني أنا هيكون
+
+198
+00:26:27,350 --> 00:26:36,650
+سبعة ناقص تلاتة أربعة تربيع ستاشر مية وستين ومية وستين
+
+199
+00:26:36,650 --> 00:26:43,370
+تلت مية وعشرين خمس مية وستين ناقص تلت مية وعشرين
+
+200
+00:26:43,370 --> 00:26:45,430
+ميتين وأربعين صح؟
+
+201
+00:27:00,080 --> 00:27:14,080
+معناته هذا هتزيد لحد متواصل الـ shear
+
+202
+00:27:14,080 --> 00:27:16,640
+هنا عشان صفر اللي هو الـ slope
+
+203
+00:27:25,670 --> 00:27:33,570
+طيب بين الـ X سبعة و
+
+204
+00:27:33,570 --> 00:27:36,690
+أصغر
+
+205
+00:27:36,690 --> 00:27:46,630
+من عشرة تكون الـ M بالسبب minus M واحد زاد R واحد X
+
+206
+00:27:46,630 --> 00:28:00,580
+minus عشرة في X ناقص تلاتة الكل تربيع ناقص X هتدخل
+
+207
+00:28:00,580 --> 00:28:05,240
+السبع صح الكل
+
+208
+00:28:05,240 --> 00:28:13,520
+تربيع لأ
+
+209
+00:28:13,520 --> 00:28:14,700
+لسه ما وصلناش العشرة
+
+210
+00:28:21,560 --> 00:28:26,780
+at X equal
+
+211
+00:28:26,780 --> 00:28:37,620
+عشرة minus هيكون عندي الـ M سواء ماقص نعم مش فاهم
+
+212
+00:28:37,620 --> 00:28:41,440
+اصبر
+
+213
+00:28:41,440 --> 00:28:51,010
+شوية هيكون ماقص مية وستين زائد تمانين في عشرة ناقص
+
+214
+00:28:51,010 --> 00:28:55,190
+عشرة في
+
+215
+00:28:55,190 --> 00:29:02,750
+عشرة ناقص تلاتة سبعة
+
+216
+00:29:02,750 --> 00:29:11,430
+تربيع تسعة وأربعين ناقص تسعة
+
+217
+00:29:17,060 --> 00:29:25,140
+ناقص مائة وستين ناقص أربعمية كم خمسمية
+
+218
+00:29:25,140 --> 00:29:32,500
+وستين زي تمامية متين
+
+219
+00:29:32,500 --> 00:29:45,520
+وأربعين حتى
+
+220
+00:29:45,520 --> 00:29:51,950
+لا إيش ثابتة أنا عارف أنا حاليا أنا .. أنا بحلوش ..
+
+221
+00:29:51,950 --> 00:29:55,270
+أنا بحلو بطريقة الـ singular functions باين ما هي
+
+222
+00:29:55,270 --> 00:29:59,150
+240 يعني هي إين صفر مساحة صفر هبقى لها ماشي 240
+
+223
+00:29:59,150 --> 00:30:03,830
+right
+
+224
+00:30:03,830 --> 00:30:09,650
+hand at X بالسبع
+
+225
+00:30:09,650 --> 00:30:13,830
+عشرة place اشتغل
+
+226
+00:30:13,830 --> 00:30:20,380
+هذا هطلع من هنا إيش؟ تان عارفين، تان زلال تحت
+
+227
+00:30:57,350 --> 00:31:03,370
+الـ .. الـ
+
+228
+00:31:03,370 --> 00:31:06,230
+singularity functions تشتغلش فقط بس عشان الـ shear
+
+229
+00:31:06,230 --> 00:31:10,710
+والـ moment diagram إلا استخدامات تانية إذا عندك
+
+230
+00:31:10,710 --> 00:31:14,630
+أي function .. أي function
+
+231
+00:31:29,980 --> 00:31:31,400
+مثلا الـ function جاي
+
+232
+00:32:00,930 --> 00:32:05,710
+هذه الـ function هذا جزء هذا جزء هذا جزء هذا جزء
+
+233
+00:32:05,710 --> 00:32:10,810
+هذا جزء هذا جزء هذا جزء بمثله إيش باستخدامه إيش
+
+234
+00:32:10,810 --> 00:32:16,390
+security functions program
+
+235
+00:32:16,390 --> 00:32:21,530
+shear and moment diagram هذا homework معاكم يعني
+
+236
+00:32:21,530 --> 00:32:30,090
+عندكم أكثر من طريقة Math lab Mathematica
+
+237
+00:32:40,810 --> 00:32:50,110
+solid work فرنسا
+
+238
+00:32:50,110 --> 00:32:57,530
+الكلية واحد من الأربعة دول حد
+
+239
+00:32:57,530 --> 00:33:00,750
+اللي استاهل لغة تانية C++
+
+240
+00:33:13,300 --> 00:33:16,720
+اليوم بنخلص لحد هنا، أعطيكم الله يعافيكم 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..e81f7487470ee92ac6d4d53720b78bc7a4f59758
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.json
@@ -0,0 +1 @@
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linear", "probability": 0.62841796875}, {"start": 140.78, "end": 141.3, "word": " spring", "probability": 0.72314453125}, {"start": 141.3, "end": 143.02, "word": " تكون", "probability": 0.816650390625}, {"start": 143.02, "end": 143.18, "word": " ال", "probability": 0.517578125}, {"start": 143.18, "end": 143.38, "word": " K", "probability": 0.8583984375}], "temperature": 1.0}, {"id": 6, "seek": 16436, "start": 144.9, "end": 164.36, "text": "constant تطلع برد integration كون k تكامل من zero ل y dy ال F بتحالي هذا بتكون سوى k في y هذا في حالة linear spring", "tokens": [25279, 394, 6055, 9566, 1211, 3615, 4724, 2288, 3215, 10980, 9122, 11536, 350, 6055, 4117, 10943, 1211, 9154, 4018, 5296, 288, 14584, 2423, 479, 39894, 5016, 6027, 1829, 23758, 39894, 30544, 8608, 2407, 7578, 350, 8978, 288, 23758, 8978, 11331, 6027, 3660, 8213, 5587], "avg_logprob": -0.39548611640930176, "compression_ratio": 1.2348484848484849, "no_speech_prob": 1.1920928955078125e-07, "words": [{"start": 144.9, "end": 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1302.83, "end": 1332.11, "text": "على اتنين ليه المعادلة اللي هو مطلعها؟ الان عشان اودي ال deflection احنا حكينا M على EI يسوى D Square Y على DX Square يعني ال M عندى اللي هي W", "tokens": [3615, 23942, 1975, 2655, 1863, 9957, 32239, 3224, 9673, 3615, 18513, 37977, 13672, 1829, 31439, 3714, 9566, 1211, 3615, 11296, 22807, 2423, 7649, 6225, 8592, 7649, 1975, 2407, 16254, 2423, 1060, 5450, 1975, 5016, 8315, 11331, 4117, 1829, 8315, 376, 15844, 462, 40, 7251, 3794, 2407, 7578, 413, 16463, 398, 15844, 48817, 16463, 37495, 22653, 2423, 376, 43242, 7578, 13672, 1829, 39896, 343], "avg_logprob": -0.29003907088190317, "compression_ratio": 1.4294871794871795, "no_speech_prob": 0.0, "words": [{"start": 1302.83, "end": 1303.15, "word": "على", "probability": 0.88037109375}, {"start": 1303.15, "end": 1303.55, "word": " اتنين", "probability": 0.9102783203125}, {"start": 1303.55, "end": 1304.43, "word": " ليه", "probability": 0.865234375}, {"start": 1304.43, "end": 1304.85, "word": " المعادلة", 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..0eea48d9cd0dc3bfbea3c2ca2c905323f6e65550
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VWvCpy6j9MU_raw.srt
@@ -0,0 +1,980 @@
+1
+00:00:05,160 --> 00:00:07,800
+طيب بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,800 --> 00:00:10,660
+وبركاته اليوم هنبدأ chapter جديد هنحكي عن ال
+
+3
+00:00:10,660 --> 00:00:14,960
+deflection في ال mechanical elements due to
+
+4
+00:00:14,960 --> 00:00:19,540
+applied loads طبعا ال loads ممكن تكون معروفة بيكون
+
+5
+00:00:19,540 --> 00:00:25,580
+pure axle او pure bending او transverse او torsion
+
+6
+00:00:25,580 --> 00:00:28,820
+او اي combination من ال loading هذه نتيجة ال
+
+7
+00:00:28,820 --> 00:00:36,220
+loading بيصير عندىstresses و deflections لان هنشوف
+
+8
+00:00:36,220 --> 00:00:41,160
+كيف نحسب ال deflections فى ال mechanical members
+
+9
+00:00:41,160 --> 00:00:44,980
+أولش خلّيني أعرف اللى هو ال elasticity ال
+
+10
+00:00:44,980 --> 00:00:48,840
+elasticity هي خاصية للمادة بتمكنها من استرجاع
+
+11
+00:00:48,840 --> 00:00:53,600
+شكلها بعد ما أشيل الأحمال ال elasticity بيبقى
+
+12
+00:00:53,600 --> 00:00:58,480
+خاصية للمادة اللى هي خاصية بتمكنها من استرجاع
+
+13
+00:00:58,480 --> 00:01:03,860
+شكلها بعد ما أرفع الأحمال عنهاال spring عبارة عن
+
+14
+00:01:03,860 --> 00:01:09,360
+mechanical element اللي اذا if I apply a force
+
+15
+00:01:09,360 --> 00:01:13,840
+عليه بيصير فيه deformation ال spring اذا انا I
+
+16
+00:01:13,840 --> 00:01:17,600
+apply a force بيساعدني ال deformation او if it is
+
+17
+00:01:17,600 --> 00:01:21,460
+deformed بيعطيني ال force اذا بضع زمبرك هيقوملي صح
+
+18
+00:01:21,460 --> 00:01:28,160
+هذا هو if زمبرك ال spring rate ال general equation
+
+19
+00:01:28,160 --> 00:01:30,780
+ال k بيساوي ال df by dy
+
+20
+00:01:33,810 --> 00:01:44,990
+الـ K بيستوى
+
+21
+00:01:44,990 --> 00:01:59,230
+DF by DY يعني ال DF بيستوى K of Y DY يعني
+
+22
+00:01:59,230 --> 00:02:02,710
+لو بده اعمل Integral من Zero ل F
+
+23
+00:02:06,020 --> 00:02:20,160
+من zero ل Y هيكون عندي F تكامل في
+
+24
+00:02:20,160 --> 00:02:26,820
+حالة linear spring تكون ال Kconstant تطلع برد
+
+25
+00:02:26,820 --> 00:02:36,100
+integration كون k تكامل من zero ل y dy ال F بتحالي
+
+26
+00:02:36,100 --> 00:02:44,360
+هذا بتكون سوى k في y هذا في حالة linear spring
+
+27
+00:02:57,360 --> 00:03:05,080
+يعني بتكون علاقة بين ال F و ال Y و
+
+28
+00:03:05,080 --> 00:03:13,500
+ال slope هو إيش؟ K لينير عن ال slope إيش؟ ثابت لكن
+
+29
+00:03:13,500 --> 00:03:17,540
+لو كانت non linear العلاقة بين ال force
+
+30
+00:03:28,670 --> 00:03:35,930
+إذا كانت nonlinear معناته ال K ال slope بتغير
+
+31
+00:03:35,930 --> 00:03:41,630
+صح؟ K بتكون function of Y هنا هناخد الحالة ان ال
+
+32
+00:03:41,630 --> 00:03:45,270
+slope is constant يعني ال spring is linear يعني ال
+
+33
+00:03:45,270 --> 00:03:52,470
+F بستوى K في Y هناخد
+
+34
+00:03:52,470 --> 00:03:53,290
+أول حالة
+
+35
+00:03:56,470 --> 00:03:58,730
+احنا الهدف اننا نحاول نتعابن مع ال mechanical
+
+36
+00:03:58,730 --> 00:04:02,470
+elements كأنها
+
+37
+00:04:02,470 --> 00:04:07,670
+زمبارا كده يعني اذا عندى mechanical element عندى
+
+38
+00:04:07,670 --> 00:04:14,370
+مثلا bar تحت
+
+39
+00:04:14,370 --> 00:04:22,000
+تأثير force F يعني under pure tensionهيكون ال
+
+40
+00:04:22,000 --> 00:04:24,520
+stress و انا طبعا في ال elastic region انا في ال
+
+41
+00:04:24,520 --> 00:04:28,000
+design specially في ال elastic region ال sigma
+
+42
+00:04:28,000 --> 00:04:37,120
+هتكون E في epsilon طبعا نتيجة ال force هيصير في
+
+43
+00:04:37,120 --> 00:04:41,520
+ايه؟ في
+
+44
+00:04:41,520 --> 00:04:49,720
+deformation ايه؟ Delta ال sigma شو يساوي؟ F على A
+
+45
+00:04:49,720 --> 00:04:50,180
+صح؟
+
+46
+00:04:53,120 --> 00:05:04,160
+بستوي ال epsilon اللي هي ال delta على L فحسي
+
+47
+00:05:04,160 --> 00:05:16,540
+عندي ال F بستوي A E على L في Delta اذا بحط هذه زي
+
+48
+00:05:16,540 --> 00:05:20,820
+هيك و نذكر زمبرك اللي هي ال F
+
+49
+00:05:24,120 --> 00:05:33,900
+مستوى K في Y معناته
+
+50
+00:05:33,900 --> 00:05:41,040
+إذا عندي bar under axial
+
+51
+00:05:41,040 --> 00:05:49,460
+loading معناته هو زمبرك هو زمبرك ال K تبعه اللي هو
+
+52
+00:05:49,460 --> 00:06:00,630
+A في E علىL هو زمبارك ال K بتاعته A في E على L
+
+53
+00:06:00,630 --> 00:06:06,350
+طبعا واضح ال stiffness كل ما كان مقطع أكبر كل ما
+
+54
+00:06:06,350 --> 00:06:11,310
+كان stiff أكتر بيكون الزمبارك صح؟ stiff أكتر يعني
+
+55
+00:06:11,310 --> 00:06:16,710
+عشان أعمل كمية من ال deformation محتاج قوة أكبر
+
+56
+00:06:16,710 --> 00:06:24,820
+وكل ما يكون أطول كل ما يكون أنه أمغط وأسهل صح؟و ال
+
+57
+00:06:24,820 --> 00:06:29,060
+E احنا في ال material science حكينا لكوا يعني ال E
+
+58
+00:06:29,060 --> 00:06:34,360
+ممكن تعتبر مؤشر على زنبراكية بتاعة المادة لإنه ال
+
+59
+00:06:34,360 --> 00:06:38,900
+K بتتناسب تنافس ترد مع ال إيش ال E معناته ال K في
+
+60
+00:06:38,900 --> 00:06:43,840
+حالة mechanical element under axial loading بسوء A
+
+61
+00:06:43,840 --> 00:06:49,940
+E على L في
+
+62
+00:06:49,940 --> 00:06:50,440
+حالة
+
+63
+00:06:55,730 --> 00:07:05,910
+bar مقطع مدور مسبت
+
+64
+00:07:05,910 --> 00:07:12,610
+للطرف التاني هو عليه torque T حيث يصير فيه angle و
+
+65
+00:07:12,610 --> 00:07:19,870
+twist theta صح؟ ال theta بيستوى TL
+
+66
+00:07:22,010 --> 00:07:31,090
+على ج ج يعني ال torque هتكون تستوى ج
+
+67
+00:07:31,090 --> 00:07:44,630
+ج على L في ال theta ال
+
+68
+00:07:44,630 --> 00:07:47,970
+.. ال .. ال T عندي ال F
+
+69
+00:07:51,800 --> 00:07:57,860
+الان ال theta هي angular displacement هذي linear
+
+70
+00:07:57,860 --> 00:08:03,800
+displacement T هي force وتحاول تعمل rotation صح
+
+71
+00:08:03,800 --> 00:08:10,400
+فلما تعمل تماثل بين المعادلتين بتكون ال K في حالة
+
+72
+00:08:10,400 --> 00:08:13,880
+round bar under torsion
+
+73
+00:08:17,780 --> 00:08:27,840
+ج ج على ال يعني كأنه هذا زمبارك هو فعلا زمبارك وهي
+
+74
+00:08:27,840 --> 00:08:40,820
+ال key تبعته ج ج على ال لأن
+
+75
+00:08:40,820 --> 00:08:43,020
+في حالة beams straight beams
+
+76
+00:08:56,440 --> 00:09:09,800
+Straight beams وعليه
+
+77
+00:09:09,800 --> 00:09:10,360
+sun loading
+
+78
+00:09:17,240 --> 00:09:21,160
+هتصير فيه some bending صح يعني ممكن نطلع ال shear
+
+79
+00:09:21,160 --> 00:09:26,120
+diagram و ال bending moment diagram طبعا نتيجة ال
+
+80
+00:09:26,120 --> 00:09:34,640
+loading هتصير ال deformation ال deformation عند أي
+
+81
+00:09:34,640 --> 00:09:42,060
+نقطة هيكون فيه عند هين هين هكون فيه مركز تكوّره صح
+
+82
+00:09:44,080 --> 00:09:48,200
+في علاقة بين مركز التكوّر عند اي location واحد على
+
+83
+00:09:48,200 --> 00:09:56,500
+رو باسمه M على E في I M هي ال bending moment at
+
+84
+00:09:56,500 --> 00:10:00,060
+the specified location و ال E اللي هي ال modulus
+
+85
+00:10:00,060 --> 00:10:03,820
+في الأساسيتيه و I هي moment of inertia للمقطع
+
+86
+00:10:03,820 --> 00:10:11,320
+للsection طبعا الواحد على رو من ال calculus course
+
+87
+00:10:11,320 --> 00:10:19,290
+ال calculusمش هخش في اشتقاقة بتساوي اشتقاقة مش
+
+88
+00:10:19,290 --> 00:10:30,790
+صعبة اللي هو d square y على dx square في واحد زائد
+
+89
+00:10:30,790 --> 00:10:42,130
+dy على dx الكل تربيع كل استلاتة على اتنين يعني
+
+90
+00:10:42,130 --> 00:10:43,130
+اذا عندي هاي ال beam
+
+91
+00:10:47,220 --> 00:10:59,480
+وصار فيه deflection ال
+
+92
+00:10:59,480 --> 00:11:10,380
+dy على dx هي ال slope ال dy على dx هي ال slope عند
+
+93
+00:11:10,380 --> 00:11:13,040
+النقطة هذه هي ال y صح هذه ال y اللي هو ال
+
+94
+00:11:13,040 --> 00:11:21,800
+deflectionو ال slope اللي هو dy على dx طبعا في ال
+
+95
+00:11:21,800 --> 00:11:27,340
+beans بتكون ال dy على dx متكونش مانحوظة ال slope
+
+96
+00:11:29,090 --> 00:11:33,790
+بتكون ash صغيرة يعني بتكون قريبة من السفر يعني ال
+
+97
+00:11:33,790 --> 00:11:40,310
+dy في ال beams على dx بتكون أصغر بكتير من الواحد
+
+98
+00:11:40,310 --> 00:11:46,170
+أصغر بكتير من الواحد يعني لو كانت مثلا نحكي ال
+
+99
+00:11:46,170 --> 00:11:51,850
+slope مثلا one degree مثلا one degree هتكون by على
+
+100
+00:11:51,850 --> 00:11:55,110
+مية و تمانين اللي هيحسولي by على مية و تمانين
+
+101
+00:11:55,110 --> 00:11:56,350
+account تطلع
+
+102
+00:12:16,830 --> 00:12:25,430
+.O17 يعني لو حطيت واحد هذا اخد ال term هذا واحد
+
+103
+00:12:25,430 --> 00:12:38,130
+زاد.O17 تربيع اص واحد و نص احسبوا ليه انا
+
+104
+00:12:38,130 --> 00:12:39,650
+بعوض في هذا في البقرة بس
+
+105
+00:12:48,370 --> 00:13:01,210
+تطلع one zero تمانية يعني تقريبا واحد تقريبا واحد
+
+106
+00:13:01,210 --> 00:13:13,370
+واحد صفر صفر اربعة كمان صفر معناته بتكون فعلا ال
+
+107
+00:13:13,370 --> 00:13:17,910
+dy اقلهذا ال term بيكون أقل بكتير من واحد معناته
+
+108
+00:13:17,910 --> 00:13:22,450
+بيكون احكي ان واحد على رو بتساوي تقريبا و بدقة
+
+109
+00:13:22,450 --> 00:13:31,150
+عالية بيساوي d square y ع d x square معناته اتعود
+
+110
+00:13:31,150 --> 00:13:37,770
+عن واحد على رو بيصير بيساوي d square y by dx
+
+111
+00:13:37,770 --> 00:13:42,090
+square معناته اذا انا عارف ال bending moment
+
+112
+00:13:45,350 --> 00:13:51,770
+equation وعارف ال I بقدر اعمل integration مرتين
+
+113
+00:13:51,770 --> 00:13:57,810
+واطلع ال equation أول الشيء اللي هو ال slope أول
+
+114
+00:13:57,810 --> 00:14:00,090
+مرة بقى اعمل integration أول مرة بطلع قيمة ال
+
+115
+00:14:00,090 --> 00:14:02,910
+deflection at any location as a function of X
+
+116
+00:14:12,560 --> 00:14:20,460
+طيب خلينا نشوف مثال عندي
+
+117
+00:14:20,460 --> 00:14:32,860
+BM عندي
+
+118
+00:14:32,860 --> 00:14:35,500
+BM عليه ال load موزع
+
+119
+00:14:45,260 --> 00:15:04,540
+الـ load الموزع اللي هو الـ W طول
+
+120
+00:15:04,540 --> 00:15:10,620
+ال بيم اتنين انش طبعاً هيكون رد الفعل على الطرف
+
+121
+00:15:10,620 --> 00:15:20,070
+هذا WL على اتنين صح؟هناك وعندى هنا R واحد اللى هو
+
+122
+00:15:20,070 --> 00:15:29,350
+WL على التان وهنا عندى R التان سواء WL على التان
+
+123
+00:15:29,350 --> 00:15:33,910
+وهذا الطول F L
+
+124
+00:15:47,600 --> 00:15:53,720
+لو بدي أرسم ال .. ال she roman diagram .. ال she
+
+125
+00:15:53,720 --> 00:15:54,060
+diagram
+
+126
+00:16:25,670 --> 00:16:33,130
+ببدأ هنا و ل على اتنين صح ال share يعني و ل على
+
+127
+00:16:33,130 --> 00:16:45,290
+اتنين هترح ال area هذه اللي هي minus و ل على
+
+128
+00:16:45,290 --> 00:16:48,910
+اتنين صح هذا ال share diagram
+
+129
+00:16:55,130 --> 00:17:03,030
+أه ماشي نعرف أعطيكيها ال moment هاد بتبثل إيه؟ ال
+
+130
+00:17:03,030 --> 00:17:10,830
+slope صح؟ هتكون .. هتبدأ من zero زياد المساحة هذه،
+
+131
+00:17:10,830 --> 00:17:18,430
+مظبوط، هيكون زيك ال moment دا يا جماعة لو
+
+132
+00:17:18,430 --> 00:17:20,730
+أخدت at any location x هنا
+
+133
+00:17:28,340 --> 00:17:33,440
+at any location x واخدت
+
+134
+00:17:33,440 --> 00:17:38,120
+free body هكون
+
+135
+00:17:38,120 --> 00:17:41,900
+عند هنا هاي
+
+136
+00:17:41,900 --> 00:17:51,840
+عند r واحد so w l على اتنين هنا
+
+137
+00:17:51,840 --> 00:17:56,820
+الشير هذه
+
+138
+00:17:56,820 --> 00:18:10,880
+xلاخدت نسبة يعني هذه ال V ال V ال V على WL على 2
+
+139
+00:18:10,880 --> 00:18:23,960
+هذه على هذه بيستوي L على 2 minus X على L على 2 صح؟
+
+140
+00:18:23,960 --> 00:18:25,640
+مظبوط؟
+
+141
+00:18:28,370 --> 00:18:41,890
+يعني هكون ان ال V هتكون سوى W L على 2 في واحد
+
+142
+00:18:41,890 --> 00:18:52,510
+قسمت L على 2 على L على 2 minus 2X على
+
+143
+00:18:52,510 --> 00:18:54,350
+L صح؟
+
+144
+00:18:56,600 --> 00:19:00,680
+خلّيني أتأكد بمعادلة صح هنحط X بالساوية صفر تطلع
+
+145
+00:19:00,680 --> 00:19:04,680
+ال V في الأول أيش WL على اتنين خلّيني أحط X
+
+146
+00:19:04,680 --> 00:19:15,280
+بالساوية ال .. يعني هتكون واحد ناقص اتنين ناقص
+
+147
+00:19:15,280 --> 00:19:17,720
+واحد هتكون minus WL على اتنين معناه المعادلة أيش
+
+148
+00:19:17,720 --> 00:19:22,320
+صحيح احنا
+
+149
+00:19:22,320 --> 00:19:27,810
+في علاقة بين ال .. ال shearو ال moment و فيه لقب
+
+150
+00:19:27,810 --> 00:19:32,490
+بين ال V و
+
+151
+00:19:32,490 --> 00:19:43,330
+ال Q و فيه لقب بين moment و ال V واضح ان ال V ايش
+
+152
+00:19:43,330 --> 00:19:49,630
+الساعة DM by
+
+153
+00:19:49,630 --> 00:19:50,850
+DX صح؟
+
+154
+00:19:54,280 --> 00:20:01,160
+هذا درجته اقل من هذا ومعناه ال V بيساوي DM by DX
+
+155
+00:20:01,160 --> 00:20:05,500
+يعني ال DM بحث
+
+156
+00:20:05,500 --> 00:20:17,200
+سوى V DX لو دعنا التكامل من صفر ل M وهين تكامل ال
+
+157
+00:20:17,200 --> 00:20:21,460
+V عند الصفر بيساوي WL على اتنين
+
+158
+00:20:25,780 --> 00:20:37,940
+لأكس حيكون معناته عندى M بس كنت ساوى تكامل ال V
+
+159
+00:20:37,940 --> 00:20:50,790
+اللى هى WL على اتنين في واحد ناقص اتنين X على LDX
+
+160
+00:20:50,790 --> 00:21:09,330
+وحدود تكامل من WL على 2 من 0 ل X يعني
+
+161
+00:21:09,330 --> 00:21:21,500
+احنا نكون عندهWL على اتنين في X minus X تربيع على
+
+162
+00:21:21,500 --> 00:21:29,700
+L من سفر ل X ومعناته هتكون WL
+
+163
+00:21:29,700 --> 00:21:40,200
+على اتنين في X minus W X
+
+164
+00:21:40,200 --> 00:21:49,730
+تربيععلى اتنين ليه المعادلة اللي هو مطلعها؟ الان
+
+165
+00:21:49,730 --> 00:21:57,870
+عشان اودي ال deflection احنا حكينا M على EI يسوى D
+
+166
+00:21:57,870 --> 00:22:08,030
+Square Y على DX Square يعني ال
+
+167
+00:22:08,030 --> 00:22:12,110
+M عندى اللي هي W
+
+168
+00:22:13,610 --> 00:22:19,570
+L وحد
+
+169
+00:22:19,570 --> 00:22:26,510
+على EI في
+
+170
+00:22:26,510 --> 00:22:31,910
+WL
+
+171
+00:22:31,910 --> 00:22:39,770
+على اتنين في X minus WX تربيع على اتنين
+
+172
+00:22:45,170 --> 00:22:49,730
+معناته dy by
+
+173
+00:22:49,730 --> 00:22:54,150
+dx هتكون
+
+174
+00:22:54,150 --> 00:23:01,470
+التكامل هذا هتكون على E constant و I constant
+
+175
+00:23:01,470 --> 00:23:10,030
+هتكون واحد على EI واحد
+
+176
+00:23:10,030 --> 00:23:23,390
+على EIالتكامل من صفر ل X ل WL على اتنين في X minus
+
+177
+00:23:23,390 --> 00:23:33,490
+WX تربيع على اتنين DX يعني هتكون طبعا زائداش
+
+178
+00:23:33,490 --> 00:23:36,830
+constant محطتش حزب ال integration
+
+179
+00:23:41,500 --> 00:23:46,020
+إذا عملت زي هيك ماحطش حدود ال integration هتكون
+
+180
+00:23:46,020 --> 00:23:58,760
+نعمل اشتقاق 1 على EI في WL
+
+181
+00:23:58,760 --> 00:24:16,160
+X تربيع على 4 ناقص W X تكييفعلى ستة زائد c واحد
+
+182
+00:24:16,160 --> 00:24:23,500
+هذي dy by dx صح؟ عشان
+
+183
+00:24:23,500 --> 00:24:26,640
+احسب y deflection بعمل كمان مرة integration حسين
+
+184
+00:24:26,640 --> 00:24:31,380
+دي ال y بالساوية
+
+185
+00:24:31,380 --> 00:24:35,220
+واحد
+
+186
+00:24:35,220 --> 00:24:38,820
+على ei تكامل
+
+187
+00:24:40,480 --> 00:24:55,560
+WL على أربعة X تربيع minus W X تكييب على ستة زائد
+
+188
+00:24:55,560 --> 00:25:02,420
+C واحد DX
+
+189
+00:25:06,390 --> 00:25:13,370
+بنكملها هت زائد c2 لان خلاص صار جزء من dy by dx
+
+190
+00:25:13,370 --> 00:25:19,810
+تحسين عندي واحد
+
+191
+00:25:19,810 --> 00:25:27,010
+على او خلينا نطلع ال w برا واحد على ei في
+
+192
+00:25:27,010 --> 00:25:33,410
+طبعا الواحد على ei بس داخل على هذا ال term في
+
+193
+00:25:38,020 --> 00:25:50,720
+WL X تكييب على اتناش minus W X قصة اربعة على اربعة
+
+194
+00:25:50,720 --> 00:25:55,240
+و عشرين زائد
+
+195
+00:25:55,240 --> 00:26:01,100
+C واحد X زائد C اتنين
+
+196
+00:26:14,210 --> 00:26:22,390
+طيب عشان اوجد ال C1 و C2 ايش بتساوي ال boundary
+
+197
+00:26:22,390 --> 00:26:28,250
+conditions boundary conditions نحكي at X
+
+198
+00:26:28,250 --> 00:26:33,810
+بيساوي صفر ال Y بيساوي صفر و انا بتقعد في المعادلة
+
+199
+00:26:33,810 --> 00:26:41,390
+هذه هتكون اندي صفر بتساوي صفر
+
+200
+00:26:41,390 --> 00:26:53,140
+صفر صفرالـ C2 الـ C2 إيش يساوي؟ صفر ال X بتساوي
+
+201
+00:26:53,140 --> 00:27:01,380
+L برضه Y بتساوي إيش؟ صفر، صح؟ إن أنا كنت عنده صفر
+
+202
+00:27:01,380 --> 00:27:04,680
+بتساوي
+
+203
+00:27:04,680 --> 00:27:11,940
+واحد على EI في
+
+204
+00:27:15,310 --> 00:27:25,290
+WL أربعة على اتناش minus WL
+
+205
+00:27:25,290 --> 00:27:38,630
+أربعة على أربعة وعشرين زائد C واحد في L ال C2
+
+206
+00:27:38,630 --> 00:27:39,450
+حكينا سفر احنا
+
+207
+00:27:44,040 --> 00:27:51,220
+يعني C1 هتكون ساوى طبعا هذه واحد على اتناش معناته
+
+208
+00:27:51,220 --> 00:27:55,460
+اتنين على اربع و عشرين اتنين على اربع و عشرين يعني
+
+209
+00:27:55,460 --> 00:28:00,000
+واحد على اربع و عشرين يعني هتكون C1 بالساوى minus
+
+210
+00:28:00,000 --> 00:28:09,780
+W التكيب على اربع و عشرين
+
+211
+00:28:22,680 --> 00:28:28,220
+C1-WL تكييب على 24EI
+
+212
+00:28:40,440 --> 00:28:51,740
+in بسيطة واحد على ei فيه خلنا
+
+213
+00:28:51,740 --> 00:28:56,360
+ناخد اربع وعشرين تحت هاخد
+
+214
+00:28:56,360 --> 00:29:01,200
+w واخد
+
+215
+00:29:01,200 --> 00:29:06,560
+اربع وعشرين ei فيه
+
+216
+00:29:08,840 --> 00:29:13,820
+يعني انا اقدر أحضر بالبسط في 24 على 24 يعني تكون
+
+217
+00:29:13,820 --> 00:29:20,180
+دي 2 ال
+
+218
+00:29:20,180 --> 00:29:26,380
+X تكييب minus
+
+219
+00:29:26,380 --> 00:29:33,980
+X وص 4 زاد
+
+220
+00:29:33,980 --> 00:29:35,680
+ال C 1 اللي هو minus
+
+221
+00:29:40,070 --> 00:29:52,570
+و التكييب على اربع و عشرين EI يعني
+
+222
+00:29:52,570 --> 00:30:07,580
+اخدت و على اربع و عشرين EI في المعادلةاتنين ال X
+
+223
+00:30:07,580 --> 00:30:16,720
+تكييب ماينوس X أربعة ماينوس
+
+224
+00:30:16,720 --> 00:30:25,680
+هنا
+
+225
+00:30:25,680 --> 00:30:31,600
+في X هذه صح ماينوس ال تكييب
+
+226
+00:30:35,000 --> 00:30:41,180
+في x مظبوط
+
+227
+00:30:41,180 --> 00:30:53,420
+هذه المعادلة هذه ال y ال slope هيكون الساوي dy by
+
+228
+00:30:53,420 --> 00:31:04,380
+dx بالساوي هتكون w على اربع وعشرين ei
+
+229
+00:31:06,420 --> 00:31:10,580
+في ستة
+
+230
+00:31:10,580 --> 00:31:24,460
+ال X تربيع minus أربعة X تكييب minus التكييب
+
+231
+00:31:33,170 --> 00:31:39,710
+طيب صارت المعادلة جاهزة لل .. لل deflection .. لل
+
+232
+00:31:39,710 --> 00:31:43,670
+deflection و لل slope معناته كان اودي ال
+
+233
+00:31:43,670 --> 00:31:49,050
+deflection و ال slope في اي نقطة لأن وين ال slope
+
+234
+00:31:49,050 --> 00:31:54,910
+.. وين ال deflection maximum وين
+
+235
+00:31:54,910 --> 00:32:02,160
+بيكون ال deflection maximum؟ في النص صح؟يعني y
+
+236
+00:32:02,160 --> 00:32:14,620
+maximum نحكي at x بالسواء L على 2 بتكون ال y is
+
+237
+00:32:14,620 --> 00:32:20,680
+max بتكون maximum تعود
+
+238
+00:32:20,680 --> 00:32:27,020
+عن x و L بالسواء ب maximum طبعا ده اجتماع دول ت
+
+239
+00:32:27,020 --> 00:32:30,000
+check انت دايما اجتماع معادلات ت check عليها حط x
+
+240
+00:32:30,000 --> 00:32:30,720
+بالسواء صفر
+
+241
+00:32:40,280 --> 00:32:45,920
+نقص واحد نقص واحد نقص صفر نقص صفر نقص صفر نقص صفر
+
+242
+00:32:45,920 --> 00:32:52,840
+نقص صفر نقص صفر نقص صفريعني هيكون ستة لاربع واحد و
+
+243
+00:32:52,840 --> 00:33:01,080
+نص ناقص تمن ربع في تمن ناقص نص واحد ناقص واحد
+
+244
+00:33:01,080 --> 00:33:11,880
+بتطلع بالساوية zero هيك
+
+245
+00:33:11,880 --> 00:33:12,900
+و خلصنا المحاضرة
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VnpYIOdUa1g_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VnpYIOdUa1g_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..9caaf4a6754a697a3b22a3de1fafced79801178f
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/VnpYIOdUa1g_postprocess.srt
@@ -0,0 +1,1316 @@
+1
+00:00:02,450 --> 00:00:04,930
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:04,930 --> 00:00:08,350
+وبركاته هنكمل في مادة تصميم الأداء الشبطر الرابع
+
+3
+00:00:08,350 --> 00:00:11,910
+ال deflection and stiffness المحاضرة اللي فاتت
+
+4
+00:00:11,910 --> 00:00:15,350
+حكينا عن ال strain energy في أن أي mechanical
+
+5
+00:00:15,350 --> 00:00:17,390
+member ممكن يكون تعرض ل different loading
+
+6
+00:00:17,390 --> 00:00:22,270
+conditions كل loading condition بتعمل الجزء بتاعه
+
+7
+00:00:22,270 --> 00:00:25,930
+من ال strain energy يعني في عندي ال strain energy
+
+8
+00:00:25,930 --> 00:00:30,000
+due to tensionعرفنا المعادلة بتاعتها الـ strain
+
+9
+00:00:30,000 --> 00:00:32,600
+energy due to torsion، strain energy due to direct
+
+10
+00:00:32,600 --> 00:00:36,160
+shear، strain energy due to bending، strain energy
+
+11
+00:00:36,160 --> 00:00:41,240
+due to transverse shear هنحل ال exam اليوم عشان
+
+12
+00:00:41,240 --> 00:00:42,600
+نضح استخدام المعادلة
+
+13
+00:00:46,050 --> 00:00:49,790
+a cantilever beam with a round cross section عندى
+
+14
+00:00:49,790 --> 00:00:54,730
+cantilever مقطع مضور has a concentrated load F at
+
+15
+00:00:54,730 --> 00:00:57,670
+the end find the strain energy in the beam احسب ال
+
+16
+00:00:57,670 --> 00:01:09,210
+strain energy فى ال beam لإن عندي هى ال beam وفى
+
+17
+00:01:09,210 --> 00:01:14,690
+force F و ال beam طوله L
+
+18
+00:01:21,490 --> 00:01:26,110
+واضح هنا هكون عندي transfer shear و bending يعني
+
+19
+00:01:26,110 --> 00:01:35,410
+لو أخدت على .. أخدت على بعد X أعملت
+
+20
+00:01:35,410 --> 00:01:41,470
+free beta diagram هكون
+
+21
+00:01:41,470 --> 00:01:53,020
+دي عندي طرف F و .. و هنا عندي V معاكسة لها و هناM
+
+22
+00:01:53,020 --> 00:02:05,460
+و هذه المسافة X ال V قيمتها هتكون مستويهش F انا
+
+23
+00:02:05,460 --> 00:02:09,360
+حكيت قيمتها ال
+
+24
+00:02:09,360 --> 00:02:21,360
+M قيمتها هتكون F X يعني عندي transers share stress
+
+25
+00:02:22,680 --> 00:02:30,900
+و فى عندى bending معناته
+
+26
+00:02:30,900 --> 00:02:40,640
+هتكون عندى strain energy عند
+
+27
+00:02:40,640 --> 00:02:48,200
+ال U هتكون U بتاعة ال bending زاد U بتاعة ال
+
+28
+00:02:48,200 --> 00:02:57,930
+transverse shearالـ U بتاعة ال building تكامل
+
+29
+00:02:57,930 --> 00:03:12,670
+M square على 2EI DX يعني هتكون التكامل اللي هي F
+
+30
+00:03:12,670 --> 00:03:18,010
+square X square DX
+
+31
+00:03:20,170 --> 00:03:25,010
+على EI طبعا
+
+32
+00:03:25,010 --> 00:03:31,170
+من Zero لأقل ال
+
+33
+00:03:31,170 --> 00:03:36,830
+F والE والI ثوابت يعني هيكون عندي هيطلع برا بيصير
+
+34
+00:03:36,830 --> 00:03:44,970
+عندي F square على 6EI
+
+35
+00:03:44,970 --> 00:03:59,600
+في X تكييبمن صفر لأقل يعني هكون after بيه ال تكيب
+
+36
+00:03:59,600 --> 00:04:09,220
+على ستة EI ال
+
+37
+00:04:09,220 --> 00:04:14,460
+I في حالة round B مش الساوية باي على أربع ستين
+
+38
+00:04:14,460 --> 00:04:17,880
+ديقص أربعة صح؟
+
+39
+00:04:22,200 --> 00:04:30,200
+يعني هتكون تساوية اربعة و ستين F square ألتا كعيب
+
+40
+00:04:30,200 --> 00:04:45,500
+على ستة A by D أربعة يعني
+
+41
+00:04:45,500 --> 00:04:57,520
+هتكون اتنين و تلاتينF square L تكيب على تلاتة E by
+
+42
+00:04:57,520 --> 00:05:04,220
+D أربعة هذا بالنسبة للبنجل بالنسبة لل transfer
+
+43
+00:05:04,220 --> 00:05:08,320
+share U
+
+44
+00:05:08,320 --> 00:05:12,040
+transfer
+
+45
+00:05:12,040 --> 00:05:28,680
+share بسوء التكامل من سفر لLلـ C V2 على 2 AG DX
+
+46
+00:05:28,680 --> 00:05:34,580
+طبعا ال V بيستوى F و Constant تطلع برا كله
+
+47
+00:05:34,580 --> 00:05:46,070
+Constant بس يعني ده C F2 على 2 AG في Lبعد ما افعل
+
+48
+00:05:46,070 --> 00:05:55,150
+integration ال a ايش الساوية باي على اربع دي تربيع
+
+49
+00:05:55,150 --> 00:06:01,590
+يعني و ال c من ال table واحد
+
+50
+00:06:01,590 --> 00:06:05,610
+point احداش يعني انا هتكون الساوية ال u trans
+
+51
+00:06:05,610 --> 00:06:13,210
+share واحد point احداش F square ال
+
+52
+00:06:18,450 --> 00:06:25,410
+على او في اتنين هذا على
+
+53
+00:06:25,410 --> 00:06:34,890
+by d square في جيه معناه total strain في مجموعهم
+
+54
+00:06:34,890 --> 00:06:42,250
+total U هتكون U bending زاد U transverse shear
+
+55
+00:06:42,250 --> 00:06:50,020
+يعني هتكون سواء اتنين او تلاتين F squareالتكييب
+
+56
+00:06:50,020 --> 00:07:02,740
+على تلاتة E باي دي أس أربعة زاد نين point اتنين F
+
+57
+00:07:02,740 --> 00:07:12,840
+square L على باي دي تربيع G يعني
+
+58
+00:07:12,840 --> 00:07:13,540
+ممكن اخد
+
+59
+00:07:18,650 --> 00:07:24,450
+F تربيع في
+
+60
+00:07:24,450 --> 00:07:40,250
+ال على باي دي تربيع مشترك هيكون اتنين و تلاتين ال
+
+61
+00:07:40,250 --> 00:07:40,970
+تربيع
+
+62
+00:07:44,180 --> 00:08:01,900
+ع تلاتة اي دي تربيع زاد اتنين bond اتنين على جي ها
+
+63
+00:08:01,900 --> 00:08:06,140
+دي ال astrology اللي جي في ال .. في ال .. في ال
+
+64
+00:08:06,140 --> 00:08:06,300
+beam
+
+65
+00:08:15,090 --> 00:08:35,070
+هنكمل الموضوع الجديد لان
+
+66
+00:08:35,070 --> 00:08:41,130
+هنحكي عن Castellano theorem اول
+
+67
+00:08:41,130 --> 00:08:46,470
+شي Castellano theorem applies to forcesاللي بتأثر
+
+68
+00:08:46,470 --> 00:08:51,050
+على elastic systems subject to small displacement
+
+69
+00:08:51,050 --> 00:08:54,590
+يعني اللي بيصير ال deformation فيها أصغر كتير
+
+70
+00:08:54,590 --> 00:08:57,630
+displacement
+
+71
+00:08:57,630 --> 00:09:07,290
+ال مناضرة لأي قوة و في اتجاه القوة بالسواء ال
+
+72
+00:09:07,290 --> 00:09:09,250
+parts derivative لل total synergy بالنسبة لهذه
+
+73
+00:09:09,250 --> 00:09:14,230
+القوة يعني عشان اوجد في حالة ال cantilever
+
+74
+00:09:19,350 --> 00:09:24,170
+الـ displacement النقطة هذه شكله
+
+75
+00:09:24,170 --> 00:09:32,550
+زيك صح؟ هذه اسمها Y مثلا Y بيساوي DU by
+
+76
+00:09:32,550 --> 00:09:45,390
+DF DU by DF ليش؟ هو اعتبر ان الشغل عبارة عن force
+
+77
+00:09:45,390 --> 00:09:51,000
+في مسافةصح؟ و هذه ال force أثرت المثال يعني ايها
+
+78
+00:09:51,000 --> 00:09:58,780
+force في Y بتعطيني ايش؟ شغل فال .. هي معادلة لتق
+
+79
+00:09:58,780 --> 00:10:02,700
+.. او يعني ال theorem Castellar theorem اشي تقريبي
+
+80
+00:10:02,700 --> 00:10:06,040
+بتحكي في حالة small displacement الكلام هذا تقريبا
+
+81
+00:10:06,040 --> 00:10:10,340
+صحيح او دقيقة لعدن بقى فالشغل بيساوي force في
+
+82
+00:10:10,340 --> 00:10:13,320
+displacement و أنا displacement او deformity
+
+83
+00:10:13,320 --> 00:10:21,360
+بيساوي du على .. على dfهدف كانت في حال linear
+
+84
+00:10:21,360 --> 00:10:25,260
+displacement في حال rotation displacement ال
+
+85
+00:10:25,260 --> 00:10:33,900
+rotation angle theta بالساوية du على dm هنشوف
+
+86
+00:10:33,900 --> 00:10:39,500
+المثال هذا السابق ده كانت ليه ورشون اللي هو المثال
+
+87
+00:10:39,500 --> 00:10:44,860
+السابق is a carbon steel bar ten inch long يعني
+
+88
+00:10:44,860 --> 00:10:45,840
+القل عنده
+
+89
+00:10:57,630 --> 00:11:02,730
+هذه ال F وهذه
+
+90
+00:11:02,730 --> 00:11:07,090
+ال L وال
+
+91
+00:11:07,090 --> 00:11:13,970
+L عشرة إنش والمقطع
+
+92
+00:11:13,970 --> 00:11:21,090
+المدور واحد إنش وال
+
+93
+00:11:21,090 --> 00:11:22,590
+force F ميت باوند
+
+94
+00:11:33,530 --> 00:11:38,330
+Find maximum deflection using Castellanos theorem
+
+95
+00:11:38,330 --> 00:11:41,970
+including that due to shear احنا سابقا حكينا ان U
+
+96
+00:11:41,970 --> 00:11:52,270
+U كلها في du due to bending اللي هي 32F2
+
+97
+00:11:52,270 --> 00:11:56,610
+التكييب
+
+98
+00:11:58,270 --> 00:12:07,270
+على تلاتة اي باي دي قص اربعة زائد اتنين point
+
+99
+00:12:07,270 --> 00:12:20,490
+اتنين F square L على باي D square في G ال .. ال
+
+100
+00:12:20,490 --> 00:12:24,790
+deflection عند ال force F ال .. ال .. وهي Y .. Y
+
+101
+00:12:24,790 --> 00:12:35,630
+هتكون سوى Duby df du by df يعني هنشتقل أولا
+
+102
+00:12:35,630 --> 00:12:41,790
+بالنسبة لل F هتكون اتنين F هصير أربع ستين F
+
+103
+00:12:41,790 --> 00:12:43,150
+التكييب
+
+104
+00:12:45,250 --> 00:12:57,370
+على تلاتة E by D أس أربعة زائد أربعة point أربعة
+
+105
+00:12:57,370 --> 00:13:05,930
+أربعة F L على by D square J
+
+106
+00:13:07,590 --> 00:13:12,790
+لأ نحن هنهود عن ال .. ال .. ال values هكون دي اربع
+
+107
+00:13:12,790 --> 00:13:25,110
+ستين ال F مية في ال L عشرة ال E ال E تلت .. تلتين
+
+108
+00:13:25,110 --> 00:13:28,230
+ال
+
+109
+00:13:28,230 --> 00:13:32,830
+E تلتين مية جهزة هو carbon state تلتين؟ نعم تلتين
+
+110
+00:13:33,880 --> 00:13:38,920
+mega pound per square inch صح تلاتين في عشرة أقل
+
+111
+00:13:38,920 --> 00:13:48,300
+ستة في باى والدي واحد واحد و أصلا أربعة زائد أربعة
+
+112
+00:13:48,300 --> 00:13:58,160
+point أربعة أربعة في مية في عشرة على باى في واحد
+
+113
+00:13:58,160 --> 00:14:08,330
+تربيع في جىاحداش و نص عشرة أس ستة احسبوا كل term
+
+114
+00:14:08,330 --> 00:14:14,970
+لحالي هذا ال term نين
+
+115
+00:14:14,970 --> 00:14:27,290
+point ستة و عشرين و التاني ال term التاني هذا
+
+116
+00:14:49,240 --> 00:15:02,460
+واحد point ايوة عشر السلب ايش؟ اربع يعني
+
+117
+00:15:02,460 --> 00:15:13,660
+هتكون يعني
+
+118
+00:15:13,660 --> 00:15:18,320
+هتكون اتماشى في عشر السلب تلاتةفيش غلط في اتناش
+
+119
+00:15:18,320 --> 00:15:27,400
+point one فعشرة أسالب تلاتة
+
+120
+00:15:27,400 --> 00:15:32,060
+بيطلع اتنين point تمانية و تلاتين فعشرة أسالب
+
+121
+00:15:32,060 --> 00:15:38,740
+تلاتة نين هاد
+
+122
+00:15:38,740 --> 00:15:45,760
+عشرة أسالب خمسة بالسيارة مظبوط؟
+
+123
+00:15:48,560 --> 00:15:55,360
+هى كم بيطلع الجواب عشر
+
+124
+00:15:55,360 --> 00:16:03,180
+السالب تلاتة انش
+
+125
+00:16:03,180 --> 00:16:06,240
+طبعا
+
+126
+00:16:06,240 --> 00:16:14,710
+لو أحملت ال share يعني اعتبرت هذا مش موجوديعني هذا
+
+127
+00:16:14,710 --> 00:16:19,870
+حكيت قريب من ال zero يعني انا حكيت انه بطلع اتنين
+
+128
+00:16:19,870 --> 00:16:27,180
+point اتنين ستة عشر أسالب تلاتةال error هيكون
+
+129
+00:16:27,180 --> 00:16:32,320
+الفرق بين هذه و هذه الحقيقية صح اللي هو هذه ال
+
+130
+00:16:32,320 --> 00:16:39,240
+error percentage error هيكون اتناش point واحد
+
+131
+00:16:39,240 --> 00:16:46,440
+فعشرة السالب خمسة على اتنين point تلات تمانية
+
+132
+00:16:46,440 --> 00:16:49,780
+فعشرة سالب تلاتة بمية
+
+133
+00:17:08,530 --> 00:17:14,350
+بتطلع اربعة في المية خمسة في المية خمسة في المية
+
+134
+00:17:14,350 --> 00:17:19,210
+يعني بتطلع
+
+135
+00:17:19,210 --> 00:17:23,690
+اذا اهملت ال transfer share نسبة اربعة تكون خمسة
+
+136
+00:17:23,690 --> 00:17:28,970
+في المية يعني تأثير الشيء يعني معظم التأثير جاي من
+
+137
+00:17:28,970 --> 00:17:35,770
+ال bending واضح
+
+138
+00:17:35,770 --> 00:17:43,600
+ان هنحكي الشغل عبارة عن forceفي مسافة لكن اذا بدي
+
+139
+00:17:43,600 --> 00:17:51,020
+احسب ال deflection عند نقطة مش عندها force معناته
+
+140
+00:17:51,020 --> 00:17:55,420
+انا ممكن اخدع الاو استخدم نظرية نفسها احط مؤقتا
+
+141
+00:17:55,420 --> 00:17:59,880
+force عند النقطة اللي انا بدي احسب عندها ال
+
+142
+00:17:59,880 --> 00:18:07,540
+deflection واحسب ال strain energyبعدين اعمل ال
+
+143
+00:18:07,540 --> 00:18:09,780
+derivative لل energy عشان احسب استخدام كستيريا
+
+144
+00:18:09,780 --> 00:18:13,480
+عشان ال deflection على that point و بعدين احط ال
+
+145
+00:18:13,480 --> 00:18:18,800
+force اللى انا حاططها شكلا بحط قيمتها zero بحط
+
+146
+00:18:18,800 --> 00:18:26,020
+قيمتها zero الان
+
+147
+00:18:26,020 --> 00:18:33,020
+احنا حكينا سابقا ان ال deflection ال Dهو الـ
+
+148
+00:18:33,020 --> 00:18:35,260
+partial derivative للـ strain energy with respect
+
+149
+00:18:35,260 --> 00:18:40,560
+to the force طبعا الـ deflection هذه at the
+
+150
+00:18:40,560 --> 00:18:42,660
+location of the force فى ال direction بتاع ال
+
+151
+00:18:42,660 --> 00:18:51,440
+force هتكون ال deflection اللى
+
+152
+00:18:51,440 --> 00:18:57,000
+هى D by DFI هذى طبعا فى حالة ال bending مثلا M
+
+153
+00:18:57,000 --> 00:19:02,000
+square على اتنين EI بروح ادخل ال partialتقريبا في
+
+154
+00:19:02,000 --> 00:19:06,100
+الداخل يصبح دي با دي اف اي لام سكوار على اتنين اي
+
+155
+00:19:06,100 --> 00:19:13,020
+اي دي اكس معناته هشتق الام هتصبح اتنين ام بارشال
+
+156
+00:19:13,020 --> 00:19:16,760
+دي ام با دي اف اي على اتنين اي اي دي اكس اتنين مع
+
+157
+00:19:16,760 --> 00:19:20,300
+اتنين يصبح واحدة دليل ام في دي ام با دي اف اي دي
+
+158
+00:19:20,300 --> 00:19:23,600
+اكسطبعا العملية هذه بتسوق .. بتسهل ال integration
+
+159
+00:19:23,600 --> 00:19:28,620
+بدل ما أربع يكون expression صاعد مثلا بيكون أنا
+
+160
+00:19:28,620 --> 00:19:33,980
+نزلته درجة .. نزلته درجة فال integration بيكون
+
+161
+00:19:33,980 --> 00:19:34,680
+أسهل
+
+162
+00:19:38,530 --> 00:19:42,410
+طبعا we apply the same principle في حالة ال
+
+163
+00:19:42,410 --> 00:19:45,670
+tension و ال compression و ال torsion و ال bending
+
+164
+00:19:45,670 --> 00:19:49,770
+مثلا في حالة ال tension compression ال delta I
+
+165
+00:19:49,770 --> 00:19:53,350
+بيساوي DU by DFI بيساوي ال integral اللي واحد على
+
+166
+00:19:53,350 --> 00:20:00,440
+AE في F DF by DFI في DXنشوف مثال .. using
+
+167
+00:20:00,440 --> 00:20:06,900
+Castilian's method determine deflections of points
+
+168
+00:20:06,900 --> 00:20:11,500
+A and B due to the force F applied at the end of
+
+169
+00:20:11,500 --> 00:20:16,160
+the step shaft .. in step shaft we apply a force F
+
+170
+00:20:16,160 --> 00:20:22,470
+عند النقطة Athe second area moments for sections a
+
+171
+00:20:22,470 --> 00:20:28,530
+,b and b,c,r,i,1,2,i,1 يعني ال I لل section a,b,i
+
+172
+00:20:28,530 --> 00:20:33,510
+,1 و ال I لل section من b ل c 2,i,1 بعدين وجد
+
+173
+00:20:33,510 --> 00:20:37,850
+deflection عند a في الأول بعدين وجد deflection عند
+
+174
+00:20:37,850 --> 00:20:45,030
+b هي
+
+175
+00:20:45,030 --> 00:20:45,390
+ال b
+
+176
+00:20:58,960 --> 00:21:04,480
+هذه ال force F طبعا
+
+177
+00:21:04,480 --> 00:21:09,860
+هذه أقل
+
+178
+00:21:09,860 --> 00:21:14,880
+على اتنين هذه
+
+179
+00:21:14,880 --> 00:21:22,540
+أقل على اتنين لو
+
+180
+00:21:22,540 --> 00:21:24,040
+خدت at any location X
+
+181
+00:21:31,240 --> 00:21:47,840
+بحكوا عندي هاي ال force F فيه حيكون بحكوا
+
+182
+00:21:47,840 --> 00:21:58,400
+عندي هين shear force هين
+
+183
+00:21:58,400 --> 00:21:59,260
+حيكون ايش؟
+
+184
+00:22:03,130 --> 00:22:09,990
+بيندج بومت هاد
+
+185
+00:22:09,990 --> 00:22:15,790
+المسافة X
+
+186
+00:22:15,790 --> 00:22:27,750
+هتكون ال V بيساوي ال F و ال M F
+
+187
+00:22:27,750 --> 00:22:28,130
+X
+
+188
+00:22:41,090 --> 00:22:48,610
+طيب ال deflection هكون
+
+189
+00:22:48,610 --> 00:22:54,410
+واحد due to bending و واحد due to transverse shear
+
+190
+00:22:54,410 --> 00:22:57,150
+في حالة ال bending
+
+191
+00:23:09,400 --> 00:23:17,540
+الـ Delta عند F عند A بالساوية
+
+192
+00:23:17,540 --> 00:23:20,780
+تكامل
+
+193
+00:23:20,780 --> 00:23:25,660
+واحد
+
+194
+00:23:25,660 --> 00:23:37,160
+طبعا اللحظة ال I بتختلف يعني عند A B C واحد
+
+195
+00:23:37,160 --> 00:23:53,800
+علىE I واحد في ال M DM by DX DX
+
+196
+00:23:53,800 --> 00:24:05,760
+صح دي DM by DF طبعا
+
+197
+00:24:05,760 --> 00:24:14,920
+من سفرل L على 2 زائد التكامل
+
+198
+00:24:14,920 --> 00:24:28,820
+من L على 2 ل L على 2 ل 1 من L على 2 ل L واحد
+
+199
+00:24:28,820 --> 00:24:37,490
+على E ليه اتنين؟ ليه اتنين؟ I واحد اتنين I واحدفي
+
+200
+00:24:37,490 --> 00:24:47,130
+ال M DM by DF هذا due to bending due to transverse
+
+201
+00:24:47,130 --> 00:24:52,730
+shear الحين
+
+202
+00:24:52,730 --> 00:24:56,690
+مش هعمل اللي هو هتكون
+
+203
+00:24:56,690 --> 00:25:04,390
+تساوي زائد تكامل
+
+204
+00:25:13,580 --> 00:25:19,620
+C على AG في
+
+205
+00:25:19,620 --> 00:25:30,580
+V دي V by دي F صح دي
+
+206
+00:25:30,580 --> 00:25:42,690
+X من صفر يعني A واحد صفر لL على اتنينزاد التكامل
+
+207
+00:25:42,690 --> 00:26:02,190
+من L على 2 ل L ل C على A2 G في V DV by DF DX هن
+
+208
+00:26:02,190 --> 00:26:16,870
+خلنا نطلع DV by DFواحد صح و DM by
+
+209
+00:26:16,870 --> 00:26:23,770
+DF سو X يعني
+
+210
+00:26:23,770 --> 00:26:29,150
+هسير التكامل عنده
+
+211
+00:26:29,150 --> 00:26:36,190
+من
+
+212
+00:26:36,190 --> 00:26:38,330
+صفر واحد
+
+213
+00:26:39,900 --> 00:26:49,660
+على E I واحد تكامل سفر ل L على اتنين الامر اللي هي
+
+214
+00:26:49,660 --> 00:27:02,360
+ايش Fx في X DX زائد
+
+215
+00:27:02,360 --> 00:27:14,320
+تكامل واحدعلى اتنين EI واحد تكمل من L على اتنين ل
+
+216
+00:27:14,320 --> 00:27:24,740
+L ل F X تربية صح؟ DX زائد
+
+217
+00:27:24,740 --> 00:27:33,520
+خلونا ندي علاقة بين A واحد و A اتنينا واحد و اتنين
+
+218
+00:27:33,520 --> 00:27:43,240
+احنا حكينا اي اي اتنين اي اتنين سوى اتنين اي واحد
+
+219
+00:27:43,240 --> 00:27:49,000
+مظبوط اللي
+
+220
+00:27:49,000 --> 00:27:53,020
+هي بالساوية
+
+221
+00:27:53,020 --> 00:27:58,220
+باي على اربع ستين دي
+
+222
+00:28:00,920 --> 00:28:13,140
+قص أربعة هذه ال I واحد هنحكي دي واحد قص أربعة او
+
+223
+00:28:13,140 --> 00:28:22,140
+دي اتنين قص أربعة دي اتنين قص أربعة بتساوي اتنين
+
+224
+00:28:22,140 --> 00:28:30,400
+في باي على أربعة و ستين دي واحد قص أربعة
+
+225
+00:28:33,120 --> 00:28:39,160
+مظبوط؟ معناته دي اتنين خلينا
+
+226
+00:28:39,160 --> 00:28:43,480
+نحكي باي دي
+
+227
+00:28:43,480 --> 00:28:55,800
+اتنين او خلينا نحكي دي اتنين اقصى اربعة بتساوي
+
+228
+00:28:55,800 --> 00:29:07,100
+اتنين دي واحد اقصى اربعة صح؟يعني دي اتنين بيساوي
+
+229
+00:29:07,100 --> 00:29:15,560
+اتنين اص ربع دي واحد صح؟
+
+230
+00:29:15,560 --> 00:29:19,900
+طيب ا واحد بيساوي
+
+231
+00:29:19,900 --> 00:29:28,820
+by دي واحد تربيع على اربعة اتنين بيساوي by على
+
+232
+00:29:28,820 --> 00:29:34,450
+اربعةدى اتنين تربيع
+
+233
+00:29:34,450 --> 00:29:41,610
+اللى هى اتنين تربيع اللى هى عبارة عن اتنين اص نص
+
+234
+00:29:41,610 --> 00:29:54,270
+دى واحد تربيع يعنى هتكون الساوى اتنين اص نص في باى
+
+235
+00:29:54,270 --> 00:30:02,470
+على اربعةدى واحد تربيع يعني ايه اتنين مش ساوي جزر
+
+236
+00:30:02,470 --> 00:30:10,390
+اتنين في ايه واحد صح جزر اتنين في ايه واحد معناته
+
+237
+00:30:10,390 --> 00:30:17,210
+يعني هتصير زائد تكامل من سفر لأقل على اتنين
+
+238
+00:30:26,780 --> 00:30:35,160
+الـ V اللي هي F ودي V ودي F بسوا واحد هتكون هطلع C
+
+239
+00:30:35,160 --> 00:30:44,880
+C الواحد بونت احداش على A واحد G
+
+240
+00:30:44,880 --> 00:30:47,980
+في
+
+241
+00:30:47,980 --> 00:30:55,660
+تكامل F DX صح؟ في F تكامل
+
+242
+00:30:58,480 --> 00:31:09,440
+DX من سفر ل L على اتنين زائد لا
+
+243
+00:31:09,440 --> 00:31:17,540
+V هاي دي V بقى دي F ماسة واحد زائد
+
+244
+00:31:17,540 --> 00:31:22,660
+C على
+
+245
+00:31:22,660 --> 00:31:25,900
+A اتنين G
+
+246
+00:31:30,130 --> 00:31:41,970
+زاد واحد point 11 F تكامل من L على 2 ل L ل DX
+
+247
+00:31:59,070 --> 00:32:07,530
+معناته الـ delta عند A هيكون
+
+248
+00:32:07,530 --> 00:32:17,990
+تكامل X تربيه اللي هي X تكييب على 3 يعني 1 على
+
+249
+00:32:17,990 --> 00:32:24,630
+3 EI 1 في
+
+250
+00:32:24,630 --> 00:32:38,050
+X تكييبمن سفر ل L على اتنين زائد واحد على ستة E I
+
+251
+00:32:38,050 --> 00:32:50,570
+واحد في X تكييب من L على اتنين ل L زائد واحد
+
+252
+00:32:52,330 --> 00:33:00,650
+point eleven fl على
+
+253
+00:33:00,650 --> 00:33:14,190
+اتنين a واحد g زائد
+
+254
+00:33:14,190 --> 00:33:28,350
+واحد point احداشF L على اتنين A اتنين G اتنين في
+
+255
+00:33:28,350 --> 00:33:42,030
+جزر اتنين A واحد G هذه
+
+256
+00:33:42,030 --> 00:33:42,870
+F صح؟
+
+257
+00:33:50,040 --> 00:34:03,420
+ماشي يعني هتكون تساوي F L تكيّب على
+
+258
+00:34:03,420 --> 00:34:08,120
+أربع و عشرين EI
+
+259
+00:34:08,120 --> 00:34:12,240
+واحد
+
+260
+00:34:12,240 --> 00:34:18,960
+زائد
+
+261
+00:34:21,570 --> 00:34:29,270
+ف على ستة ا اي واحد في
+
+262
+00:34:29,270 --> 00:34:39,450
+ال تكييب minus ال تكييب على تمانية زائد
+
+263
+00:34:39,450 --> 00:34:54,720
+هناخد واحد متحداش fl على اتنين a واحد gفي واحد زاد
+
+264
+00:34:54,720 --> 00:35:01,500
+واحد على جزر اتنين يعني
+
+265
+00:35:01,500 --> 00:35:11,300
+هذا هتكون ايش سبعة على تمانية يعني هتكون تمانية
+
+266
+00:35:11,300 --> 00:35:15,960
+بستة سبعة تمانية واربعين يعني هتكون تساوي هذا
+
+267
+00:35:15,960 --> 00:35:27,540
+اتنين F التكيب على تمانية واربعينEI1 زائد 7F
+
+268
+00:35:27,540 --> 00:35:37,500
+التكييب على 48EI1
+
+269
+00:35:37,500 --> 00:35:47,720
+زائد هذا ال termيعني رح يكون اتنين زياد سبعة تسعة
+
+270
+00:35:47,720 --> 00:35:57,080
+تسعة اف ال تكييب تسعة اف ال تكييب على تمانية
+
+271
+00:35:57,080 --> 00:36:09,790
+واربعين E I واحدزائد واحد point احداش FL على اتنين
+
+272
+00:36:09,790 --> 00:36:19,310
+A واحد G في واحد زائد واحد على جزر اتنين انا
+
+273
+00:36:19,310 --> 00:36:24,770
+مرة اتحلت ماهملتش ال share لان بده deflection عند
+
+274
+00:36:24,770 --> 00:36:30,510
+نقطة B بده deflection عند نقطة B
+
+275
+00:36:32,530 --> 00:36:41,810
+عند بيه فش force بروح بحط force تخيلية بسميها
+
+276
+00:36:41,810 --> 00:36:45,730
+Q بسميها
+
+277
+00:36:45,730 --> 00:36:50,850
+ايش؟ Q عشان احنا بس ناخد الفكرة خالية انا في
+
+278
+00:36:50,850 --> 00:36:58,010
+المسألة في الجزء التاني بدي اعمل اهمال للشير بدي
+
+279
+00:36:58,010 --> 00:37:01,130
+اعمل اهمال للشير لان
+
+280
+00:37:05,340 --> 00:37:10,640
+في المسافة من a from a to b انا ده حاسوب
+
+281
+00:37:10,640 --> 00:37:15,180
+diffraction حاليا عند b لو أخدت ال free path
+
+282
+00:37:15,180 --> 00:37:18,980
+diagram هي
+
+283
+00:37:18,980 --> 00:37:28,220
+هذه هتكون ال v بالسواء f هذه a ل b ال v بالسواء f
+
+284
+00:37:28,220 --> 00:37:30,900
+و ال dv بقى df بالسواء 1 و ال m بالسواء x و ال dm
+
+285
+00:37:30,900 --> 00:37:40,670
+by df بالسواء x طيب منB ل C هاخد
+
+286
+00:37:40,670 --> 00:37:44,470
+ال free body diagram لحد هنا هشكل ال free body
+
+287
+00:37:44,470 --> 00:37:53,490
+diagram هذا
+
+288
+00:37:53,490 --> 00:38:04,650
+المسافة عند هنا F عند هنا Q و المسافة دي عشر X
+
+289
+00:38:06,320 --> 00:38:12,340
+هذه المسافة ال على اتنين معناته هي انا حاسس ان
+
+290
+00:38:12,340 --> 00:38:20,060
+عندي F زاد Q صح؟
+
+291
+00:38:20,060 --> 00:38:28,640
+F زاد Q وعندي moment هتكون
+
+292
+00:38:28,640 --> 00:38:32,860
+MBC
+
+293
+00:38:35,420 --> 00:38:49,740
+بسوء F في X زائد Q في X minus L على 2 صح؟ و
+
+294
+00:38:49,740 --> 00:39:05,600
+ال V بي C بسوء F زائد Q الآن ال D M بي Cبعد دي Q
+
+295
+00:39:05,600 --> 00:39:09,740
+الان انا بدوش دي عند D معناه ده partial بالنسبالي
+
+296
+00:39:09,740 --> 00:39:21,740
+ده Q هتكون هذه سفر هتكون شو تساوي؟ X هتكون
+
+297
+00:39:21,740 --> 00:39:24,100
+تساوي إيه عشان؟ X
+
+298
+00:39:28,930 --> 00:39:35,290
+dvbc by dq ساوى
+
+299
+00:39:35,290 --> 00:39:44,750
+واحد اه
+
+300
+00:39:44,750 --> 00:39:52,670
+صحيح هذه x ال x minus
+
+301
+00:39:52,670 --> 00:39:55,510
+L على اتنين صحيح
+
+302
+00:39:57,510 --> 00:40:05,810
+لأن عشان لدي deflection بدي
+
+303
+00:40:05,810 --> 00:40:12,030
+أحكي في الحالة دي خلينا للتسهيل يعني للتسهيل أو
+
+304
+00:40:12,030 --> 00:40:18,290
+تسريع الحل خلنا نهمل .. نهمل اللي هو ال transverse
+
+305
+00:40:18,290 --> 00:40:25,130
+shear المعناته بيصير عندى ال delta عندى هذا الساوي
+
+306
+00:40:26,840 --> 00:40:34,940
+du بيساوي اللي هي تكامل واحد
+
+307
+00:40:34,940 --> 00:40:40,920
+على ei ال
+
+308
+00:40:40,920 --> 00:40:52,900
+M دي M بدي Q دي X هيساوي اول
+
+309
+00:40:52,900 --> 00:40:57,060
+الشيء اللي سوفيه ده integration ع مرتينعشان ال
+
+310
+00:40:57,060 --> 00:41:01,280
+cross section مختلف وعشان المعادلة تختلف بين a,b
+
+311
+00:41:01,280 --> 00:41:07,820
+وb,c وانت حاول عندي تكاوم من صفر ل L على اتنين
+
+312
+00:41:07,820 --> 00:41:16,540
+واحدة ل E I واحد ال M من A ل B طبعا هاده ال M من A
+
+313
+00:41:16,540 --> 00:41:21,680
+ل B احنا
+
+314
+00:41:21,680 --> 00:41:25,980
+طبعا هنا خلينا نظبطها هنا عندي M,A,B
+
+315
+00:41:29,550 --> 00:41:42,990
+معناته DMAB by DQ أشوى الساوية؟ Zero صح؟
+
+316
+00:41:42,990 --> 00:41:54,170
+في MAB اللي هي FX في DMAB by DQ في إيه إيش؟ في
+
+317
+00:41:54,170 --> 00:42:02,440
+الصفرDX وانا اتفادى خلاص integration مايله صفر زاد
+
+318
+00:42:02,440 --> 00:42:19,920
+تكامل من L على 2 ل L ل 1 على E 2EI 1 في ال MBC
+
+319
+00:42:19,920 --> 00:42:21,520
+اللى هى FX
+
+320
+00:42:28,570 --> 00:42:36,970
+زاد Q في X minus L على 2 في
+
+321
+00:42:36,970 --> 00:42:44,090
+DMBC by DQ اللي هي X minus L على 2 اللي عندي بحكي
+
+322
+00:42:44,090 --> 00:42:49,930
+هنا ان حط Zero ع طول ماتعملش integration فسيبقى
+
+323
+00:42:49,930 --> 00:42:54,770
+عندي هنا تكامل من L على 2 لL
+
+324
+00:42:56,490 --> 00:43:13,770
+للـ Fx في X minus L على 2 على 2 E I 1 يعني
+
+325
+00:43:13,770 --> 00:43:26,940
+حسينا دي F على 2 E I 1تكامل من L على 2 ل L ل X
+
+326
+00:43:26,940 --> 00:43:40,780
+تربيع minus L على 2 X DX يعني هتكون F على 2EI 1 في
+
+327
+00:43:40,780 --> 00:43:52,660
+X تكيب على 3 minus L على 4 X تربيع من L على 2لأ L
+
+328
+00:43:52,660 --> 00:43:59,860
+و بتكمل و بتوديو dash ال deflection هيك و كنا
+
+329
+00:43:59,860 --> 00:44:01,260
+خلصنا المحاضرة .. احطيكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..9faad9d9ad23e8e00b737dfdfd94efae5659430a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_postprocess.srt
@@ -0,0 +1,1644 @@
+1
+00:00:05,090 --> 00:00:07,430
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,430 --> 00:00:12,590
+وبركاته هنكمل همادة تصميم الألات واحد المحاضرة
+
+3
+00:00:12,590 --> 00:00:16,250
+الفاترة تكون نحكي عن ال modifying factors ل ال
+
+4
+00:00:16,250 --> 00:00:19,670
+endurance limit software حكينا عن surface finish
+
+5
+00:00:19,670 --> 00:00:26,370
+ال K A وحكينا عن ال size factor K B اليوم هنحكي عن
+
+6
+00:00:26,370 --> 00:00:34,930
+ال other factors K C K D و K Eال load factor Kc
+
+7
+00:00:34,930 --> 00:00:39,070
+احنا في ال standard fatigue specimen كنا نعرض ال
+
+8
+00:00:39,070 --> 00:00:43,550
+specimen ل loading .. bending completely reverse
+
+9
+00:00:43,550 --> 00:00:47,450
+bending يعني في الواقع ممكن يكون اشي تاني ممكن
+
+10
+00:00:47,450 --> 00:00:50,630
+يكون axle او bending او torsion او اي combination
+
+11
+00:00:50,630 --> 00:00:54,750
+بين الشغلات هذه لأن المعادلة اللي باينة امامك هي
+
+12
+00:00:54,750 --> 00:00:57,970
+Kc بالسواحه في bending لأنه أساسا ال standard
+
+13
+00:00:57,970 --> 00:01:01,590
+bendingفي حالة ال ice loading مستوى point تمانية
+
+14
+00:01:01,590 --> 00:01:07,270
+خمسة، في حالة ال torsion بتكون point five تسعة، في
+
+15
+00:01:07,270 --> 00:01:10,630
+حالة combination loading هندرسها لاحقا في ال
+
+16
+00:01:10,630 --> 00:01:12,990
+chapter كيف نحسبها
+
+17
+00:01:16,710 --> 00:01:20,750
+بالنسبة لل temperature factor KD ان عكسنا ال
+
+18
+00:01:20,750 --> 00:01:23,830
+tensile strength تتغير بتغير درجة الحرارة سواء
+
+19
+00:01:23,830 --> 00:01:27,310
+درجة الحرارة خفضت او رتفعت بيصير تغير في ال
+
+20
+00:01:27,310 --> 00:01:32,010
+tensile strength الان في عندي علاقة اللي هي ST على
+
+21
+00:01:32,010 --> 00:01:35,030
+SRT يعني strength at the desired temperature على
+
+22
+00:01:35,030 --> 00:01:38,310
+strength at room temperature في علاقة بال English
+
+23
+00:01:38,310 --> 00:01:42,210
+unit وفي علاقة بال .. بال metric units
+
+24
+00:01:45,100 --> 00:01:49,400
+طبعا هذه العلاقة applies لل steels في ال
+
+25
+00:01:49,400 --> 00:01:52,160
+temperature range بين عشرين درجة و خمسمية و خمسين
+
+26
+00:01:52,160 --> 00:01:58,680
+درجة بالحالة هذا ال K دي بيسوء ST على SRT تشوف
+
+27
+00:01:58,680 --> 00:02:04,560
+مثال عندي
+
+28
+00:02:04,560 --> 00:02:10,100
+ten thirty five steel ال
+
+29
+00:02:10,100 --> 00:02:10,620
+material
+
+30
+00:02:14,090 --> 00:02:23,190
+عشرة خمس تلاتين steel has a tensile strength of
+
+31
+00:02:23,190 --> 00:02:25,210
+seventy kilo pound per square inch
+
+32
+00:02:36,230 --> 00:02:41,190
+and is to be used for a part that sees 450 درجة في
+
+33
+00:02:41,190 --> 00:02:45,230
+هالانهاية in series هتستخدم في قطع ميكانيكية في
+
+34
+00:02:45,230 --> 00:02:48,810
+بيئة درجة حرارتها 450 درجة اللي هي ال temperature
+
+35
+00:02:48,810 --> 00:02:52,810
+بس
+
+36
+00:02:52,810 --> 00:02:56,450
+450 في
+
+37
+00:02:56,450 --> 00:03:00,970
+هالانهاية estimate
+
+38
+00:03:00,970 --> 00:03:02,910
+the temperature factor
+
+39
+00:03:07,190 --> 00:03:10,270
+if the room temperature endurance limit by the
+
+40
+00:03:10,270 --> 00:03:34,550
+test is الهي
+
+41
+00:03:34,550 --> 00:03:35,290
+SE prime
+
+42
+00:03:38,940 --> 00:03:44,860
+عند سبعين درجة
+
+43
+00:03:44,860 --> 00:03:50,140
+Fahrenheit بتساوي
+
+44
+00:03:50,140 --> 00:03:59,680
+تسعة وتلاتين square
+
+45
+00:03:59,680 --> 00:03:59,980
+inch
+
+46
+00:04:12,580 --> 00:04:17,880
+طيب احنا حكينا ال ST على
+
+47
+00:04:17,880 --> 00:04:27,480
+ال S room temperature ايش بتساوي سابون
+
+48
+00:04:27,480 --> 00:04:32,700
+تسعة تمانية زائد
+
+49
+00:04:32,700 --> 00:04:40,020
+تلاتة و نص عشرة أسالب أربعة
+
+50
+00:04:43,800 --> 00:04:49,100
+T F minus
+
+51
+00:04:49,100 --> 00:05:03,680
+ستة point تلاتة فعشرة سالف سبعة T F square يعني
+
+52
+00:05:03,680 --> 00:05:11,020
+هتكون تساوي point تسعة تمانية زائد
+
+53
+00:05:12,890 --> 00:05:17,230
+تلاتة و نص في
+
+54
+00:05:17,230 --> 00:05:25,150
+عشرة سالب اربعة في
+
+55
+00:05:25,150 --> 00:05:30,530
+التيابة اللي هي اربعمية و خمسين minus
+
+56
+00:05:30,530 --> 00:05:36,330
+six point تلاتة في عشرة سالب سبعة في اربعمية و
+
+57
+00:05:36,330 --> 00:05:39,330
+خمسين تربيع
+
+58
+00:05:49,620 --> 00:05:56,020
+اكام؟ واحد وان
+
+59
+00:05:56,020 --> 00:06:00,720
+زيرو واحد معناته
+
+60
+00:06:00,720 --> 00:06:06,980
+ال KD بتساوي
+
+61
+00:06:06,980 --> 00:06:10,420
+اللي
+
+62
+00:06:10,420 --> 00:06:12,560
+هي ST
+
+63
+00:06:14,640 --> 00:06:20,800
+على اسروم temperature اللي هي 1.01 و ال SE على فرض
+
+64
+00:06:20,800 --> 00:06:27,080
+انه بس اخد في اتبار ال temperature factor هتكون
+
+65
+00:06:27,080 --> 00:06:34,200
+سواء KD في ال SE prime يعني هتكون اللي هي عند 70
+
+66
+00:06:34,200 --> 00:06:41,940
+في هرنهايت هتكون اللي هي 1.01 في 39
+
+67
+00:06:50,840 --> 00:06:57,300
+أنا عندي ال SEP معروف عن درجة حرارة السبعين حالة
+
+68
+00:06:57,300 --> 00:07:04,240
+تانية only the tensile strength at room
+
+69
+00:07:04,240 --> 00:07:13,220
+temperature is known يعني tensile strength اللي
+
+70
+00:07:13,220 --> 00:07:16,520
+هي عنده temperature معروفة اللي هي سبعين kilo
+
+71
+00:07:16,520 --> 00:07:18,000
+pound per square inch
+
+72
+00:07:21,600 --> 00:07:26,640
+يعنى ممكن احلى احكى انه استخدم نفس العلاقة ST على
+
+73
+00:07:26,640 --> 00:07:31,120
+SRT بيستخدم واحد point واحد ومنها بعدها احكى ان ST
+
+74
+00:07:31,120 --> 00:07:37,480
+عند ال temperature هست one point واحد S room
+
+75
+00:07:37,480 --> 00:07:43,860
+temperature يعني هتكون واحد point واحد في سبعين
+
+76
+00:07:50,710 --> 00:07:56,550
+بعدين انا هتحكي SE عندي ال temperature بصورة و نص
+
+77
+00:07:56,550 --> 00:08:09,170
+ال ST أكم؟
+
+78
+00:08:09,170 --> 00:08:15,630
+أكم سبعين؟ فبصير خمس تلاتين؟
+
+79
+00:08:26,110 --> 00:08:30,390
+لأ لما عملت في الطريقة هادي باناتو ضمنت كأنه ال KD
+
+80
+00:08:30,390 --> 00:08:36,350
+واحد بس هي مضمونة مضمنة لأنه انا حاسب ال strength
+
+81
+00:08:36,350 --> 00:08:41,130
+عند درجة الحرارة المطلوبة و من حسب ال endurance
+
+82
+00:08:41,130 --> 00:08:44,790
+limit عند درجة الحرارة المطلوبة فهيكون كأنه حاطظ
+
+83
+00:08:44,790 --> 00:08:45,710
+ال KD واحد
+
+84
+00:08:55,680 --> 00:09:01,920
+ال library factor اللي هو ال KE احنا بنحكي على
+
+85
+00:09:01,920 --> 00:09:07,020
+library للبيانات اللي استخدمناها عشان يوجد علاقة
+
+86
+00:09:07,020 --> 00:09:11,640
+بين ال SE prime و ال tensile strength اذا فاكرين
+
+87
+00:09:11,640 --> 00:09:18,320
+ال curve هذا احنا
+
+88
+00:09:18,320 --> 00:09:23,690
+عملنا curve fitال care fit لنعمل على أساس أنه
+
+89
+00:09:23,690 --> 00:09:27,650
+خمسين في المية .. يعني الجهة أندا في النص بالظبط
+
+90
+00:09:27,650 --> 00:09:30,810
+خمسين في المية .. above خمسين في المية اياش below
+
+91
+00:09:30,810 --> 00:09:36,270
+يعني كانت ال liberty عندي fifty percent if ال
+
+92
+00:09:36,270 --> 00:09:43,890
+liberty اختلفت عن اللي هو خمسين
+
+93
+00:09:43,890 --> 00:09:47,990
+في المية ماعنطيه لازم اعمل اياش modification
+
+94
+00:09:49,950 --> 00:09:52,110
+عند ال reliability اللي هي خمسين في المية بتكون
+
+95
+00:09:52,110 --> 00:09:57,550
+عندى ال relative factor اللي هي واحد تسعين في
+
+96
+00:09:57,550 --> 00:10:01,170
+المية تابل ست أربع واطنية بتكون سواء بون تمانية
+
+97
+00:10:01,170 --> 00:10:09,230
+تسعة سبعة وها كذا فإذا بدى نشهد other than fifty
+
+98
+00:10:09,230 --> 00:10:12,450
+percent reliability فلازم أخفي الاحتساب اللي هو
+
+99
+00:10:12,450 --> 00:10:13,990
+تغير ال reliability لل data
+
+100
+00:10:18,910 --> 00:10:26,290
+طيب في اللي هي other effects في
+
+101
+00:10:26,290 --> 00:10:31,630
+شغلات تانية ممكن أخد في الحسبان زي عندي مثلا ال
+
+102
+00:10:31,630 --> 00:10:36,610
+residual stresses في عندي إجهادات مختزنة مثلا
+
+103
+00:10:36,610 --> 00:10:40,750
+نتيجة بعض عملية التصنيع ممكن أعمل عملية الحام في
+
+104
+00:10:40,750 --> 00:10:47,670
+قطعيعني محشورة constraint و ممكن تصير فيها إجهدات
+
+105
+00:10:47,670 --> 00:10:54,790
+مختزنة أو خلال عملية تصنيع مثلا أنا عملت عليها بعض
+
+106
+00:10:54,790 --> 00:10:59,810
+عمليات التشكيلبعد ما تشكيل بت .. بت .. بتصير مخزن
+
+107
+00:10:59,810 --> 00:11:02,770
+فيه stresses يعني لو قد ناشي بيضال فيه stresses
+
+108
+00:11:02,770 --> 00:11:08,130
+مخزن هذا بيسمي ال residual stresses هذا بتأثر هذا
+
+109
+00:11:08,130 --> 00:11:11,450
+في عندي direction characteristics from cold
+
+110
+00:11:11,450 --> 00:11:24,610
+working لو أنا جبت مثلا metal وعملت له forming by
+
+111
+00:11:24,610 --> 00:11:25,010
+rolling
+
+112
+00:11:31,370 --> 00:11:37,010
+بيصير استطالة بهذا الاتجاه، أظهر، مع أن الخصاص
+
+113
+00:11:37,010 --> 00:11:40,910
+الميكانيكي في الاتجاه الطولي، هتختلف عن الخصاص
+
+114
+00:11:40,910 --> 00:11:45,310
+الميكانيكي في الاتجاه المستعرضفبتبطل خصائص
+
+115
+00:11:45,310 --> 00:11:50,810
+ميكانيكية متجانسة ورا المكان يعني هذا برضه احد
+
+116
+00:11:50,810 --> 00:11:55,030
+اللي عندى ال case hardening ممكن اعمل انا تقسية
+
+117
+00:11:55,030 --> 00:12:03,290
+سطحية بطرق حرارية او طرق ميكانيكية او طرق كيميائية
+
+118
+00:12:03,290 --> 00:12:09,010
+او مجتمع طرق حرارية ممكن اعمل معالجة حرارية سطحية
+
+119
+00:12:12,930 --> 00:12:18,430
+فهذا بالحرارة في طرق ميكانيكية ممكن اعمل shot
+
+120
+00:12:18,430 --> 00:12:21,430
+peening مثلا اعمل قذف للسطح احط فيه stresses
+
+121
+00:12:21,430 --> 00:12:25,050
+compressive stress هذا ميكانيكية او ممكن اعمله
+
+122
+00:12:25,050 --> 00:12:32,310
+plating احطله على طبقة chrome او طبقة اللي هو zinc
+
+123
+00:12:32,310 --> 00:12:35,850
+فال
+
+124
+00:12:35,850 --> 00:12:38,770
+case hardening برضه هو بيغير الخواص فعندى السطح
+
+125
+00:12:38,770 --> 00:12:43,190
+الخارجي الخواص مختلفة عن جواعندي .. ممكن تكون عندي
+
+126
+00:12:43,190 --> 00:12:47,170
+الكوروجين انه يصير .. الكوروجين يصير تآكل صدا
+
+127
+00:12:47,170 --> 00:12:52,430
+بيعتمد حسب القطع اللي هي البيئة الموجودة فيها ممكن
+
+128
+00:12:52,430 --> 00:12:56,090
+تكون موجودة فيه بيئة بحر الكوروجين فيها يعني بيئة
+
+129
+00:12:56,090 --> 00:13:00,790
+بحرية او بيئة كيميائية او بيئة فيها إشعاعات اللي
+
+130
+00:13:00,790 --> 00:13:06,930
+عالش إشعاعات طبعا بتخرب كتير اللي في عندي ال
+
+131
+00:13:06,930 --> 00:13:08,310
+surface
+
+132
+00:13:10,440 --> 00:13:16,980
+conditioning يعني مفتوح هذا المصطلح أنه ممكن أفهم
+
+133
+00:13:16,980 --> 00:13:19,320
+بأكثر طريقة service condition ممكن أعمل service
+
+134
+00:13:19,320 --> 00:13:22,320
+بشكل معين مثلا ممكن أعمل service خشن عشان ال
+
+135
+00:13:22,320 --> 00:13:27,240
+handling تخشينله فبغير ال .. يعني دراسة ال stress
+
+136
+00:13:27,240 --> 00:13:33,620
+concentrations بتكون مختلفة لإنه إشي يعني مش واضح
+
+137
+00:13:33,620 --> 00:13:41,710
+معاك عندك طبعا في الحالات هذه البيانات بتكونمحدودة
+
+138
+00:13:41,710 --> 00:13:45,830
+يا إما بعمل research بعمل modification للخواص طبق
+
+139
+00:13:45,830 --> 00:13:49,350
+للحاجة إذا عندى القدرة و إذا عندى مثلا فى القطعة
+
+140
+00:13:49,350 --> 00:13:53,170
+دى بحتج كميات غزيرة جدا محرزة أعمل research عليها
+
+141
+00:13:53,170 --> 00:14:02,010
+أو ما ي .. ممكن تعتمد على تقدير المصممحط مثلا KF
+
+142
+00:14:02,010 --> 00:14:06,070
+modifying factor مثلا تمام من عشرة تسعة من عشرة
+
+143
+00:14:06,070 --> 00:14:10,110
+سبعة من عشرة تعتمد على تقدير المصمم التقدير بتاعه
+
+144
+00:14:10,110 --> 00:14:17,370
+يعتمد على الخبرة بتاعته نشوف
+
+145
+00:14:17,370 --> 00:14:17,850
+مثال
+
+146
+00:14:34,120 --> 00:14:41,600
+عندي a ten eighty hot rolled steel material دي
+
+147
+00:14:41,600 --> 00:14:50,860
+عشرة تمانين hot rolled steel
+
+148
+00:14:50,860 --> 00:14:55,240
+bar
+
+149
+00:14:55,240 --> 00:14:58,940
+has been machined بتقدر ممكن احنا عملنا له
+
+150
+00:14:58,940 --> 00:14:59,440
+machining
+
+151
+00:15:06,000 --> 00:15:15,820
+to a diameter القطر واحد انش it
+
+152
+00:15:15,820 --> 00:15:19,680
+is to be placed in reversed axial loading of
+
+153
+00:15:19,680 --> 00:15:24,700
+seventy thousand cycles ده عمله reversed axial
+
+154
+00:15:24,700 --> 00:15:31,720
+loading reverse axial
+
+155
+00:15:31,720 --> 00:15:34,180
+loading
+
+156
+00:15:43,020 --> 00:15:56,140
+هعمل reverse axle loading up to failure طبعا
+
+157
+00:15:56,140 --> 00:16:01,380
+ال reverse axeling صار في بيئة الحرارة بتاعتها 652
+
+158
+00:16:01,380 --> 00:16:01,760
+temperature
+
+159
+00:16:12,660 --> 00:16:19,980
+Using ASTM Minimum Properties and Reliability for
+
+160
+00:16:19,980 --> 00:16:24,260
+the Neuros Limit Estimate of 99% يعني Reliability
+
+161
+00:16:24,260 --> 00:16:29,100
+99
+
+162
+00:16:29,100 --> 00:16:30,120
+%
+
+163
+00:16:35,570 --> 00:16:38,410
+estimate the endurance limit and fatigue strength
+
+164
+00:16:38,410 --> 00:16:47,370
+at 70,000 cycle يعني بده نفس بال SE و
+
+165
+00:16:47,370 --> 00:16:55,150
+ال strength عشان تعيش 70,000 cycle طبعا ال SE ايش
+
+166
+00:16:55,150 --> 00:16:58,730
+بتساوي KA
+
+167
+00:16:58,730 --> 00:17:01,110
+KP
+
+168
+00:17:03,790 --> 00:17:16,690
+KC KD KA SE' صح ال SE' شو يستوي حسب
+
+169
+00:17:16,690 --> 00:17:22,010
+نص ال SUT إذا كانت أقل من 200 كيلو pound per
+
+170
+00:17:22,010 --> 00:17:26,450
+square inch أو مية إذا كانت أكبر صح معناته لازم
+
+171
+00:17:26,450 --> 00:17:27,310
+على فرض
+
+172
+00:17:32,830 --> 00:17:37,630
+ال اس يو تي مار هجيبها من
+
+173
+00:17:37,630 --> 00:17:42,110
+ال tables هو معطينا ال material عشرة تمانين petrol
+
+174
+00:17:42,110 --> 00:17:45,890
+and steel يعني
+
+175
+00:17:45,890 --> 00:17:47,050
+خلنا نفتح ال table
+
+176
+00:18:22,530 --> 00:18:32,770
+تاب ال A20 لأنه ألف و تمانين hot rolled steel ten
+
+177
+00:18:32,770 --> 00:18:38,610
+style strength مية و اتناشر مية
+
+178
+00:18:38,610 --> 00:18:44,610
+و اتناشر kilo pound per square inch مية
+
+179
+00:18:44,610 --> 00:18:45,250
+و اتناشر
+
+180
+00:18:52,450 --> 00:19:02,690
+الوتيابة الـ A20 هنا تلقاس A' هتساوي
+
+181
+00:19:02,690 --> 00:19:09,970
+نص في مية و اتناش هيكون
+
+182
+00:19:09,970 --> 00:19:13,730
+ستة خمسين KPSI
+
+183
+00:19:19,880 --> 00:19:28,940
+الـ K A Surface Finish Factor صح؟
+
+184
+00:19:28,940 --> 00:19:43,040
+انه
+
+185
+00:19:43,040 --> 00:19:44,000
+Machined
+
+186
+00:19:46,160 --> 00:19:50,140
+معناته ال A هتكون ساوة اتنين وال B minus point two
+
+187
+00:19:50,140 --> 00:20:02,380
+one seven صح ال K A بالساوة
+
+188
+00:20:02,380 --> 00:20:12,220
+A S U T plus B و A بالساوة اتنين
+
+189
+00:20:19,510 --> 00:20:26,870
+KPSI B-0
+
+190
+00:20:26,870 --> 00:20:36,810
+.217 يعني هتكون هتساوى اتنين في ال SUT 112 أُس
+
+191
+00:20:36,810 --> 00:20:39,370
+minus point 217
+
+192
+00:20:51,770 --> 00:20:56,830
+هذه KL هو ال load factor
+
+193
+00:20:56,830 --> 00:21:03,490
+كم؟
+
+194
+00:21:03,490 --> 00:21:06,790
+هذي
+
+195
+00:21:06,790 --> 00:21:08,910
+ال table ست اتنين
+
+196
+00:21:24,490 --> 00:21:30,810
+ال Kb اللي
+
+197
+00:21:30,810 --> 00:21:41,390
+هو ال size factor هو معطيني القطر واحد انش اه
+
+198
+00:21:41,390 --> 00:21:47,890
+الان هو معطيني rotating ولا non-rotating
+
+199
+00:22:09,540 --> 00:22:15,940
+هو مش حاجة هل هو rotating ولا .. مش في دور خيار
+
+200
+00:22:15,940 --> 00:22:18,900
+اعتبره rotating يعني اذا مش rotating بيختلف الاشي
+
+201
+00:22:18,900 --> 00:22:28,520
+على فرض ان rotating اذا
+
+202
+00:22:28,520 --> 00:22:31,500
+كان الاتجاه المدحسب دي اكملا في الأول بون تلاتة
+
+203
+00:22:31,500 --> 00:22:42,790
+سبعةفى دى لكن اذا هو rotating بس
+
+204
+00:22:42,790 --> 00:22:46,490
+هو مرضه يعطي المعلومة for axial loading there is
+
+205
+00:22:46,490 --> 00:22:53,690
+no size effect كب بساوة
+
+206
+00:22:53,690 --> 00:22:59,670
+واحد لأنه اندي اكسل loading
+
+207
+00:23:11,170 --> 00:23:16,990
+الـ Kc بتساوي
+
+208
+00:23:16,990 --> 00:23:31,330
+point تمانية خمسة for axial loading ال
+
+209
+00:23:31,330 --> 00:23:36,250
+K دي ال temperature ال
+
+210
+00:23:36,250 --> 00:23:36,710
+K دي
+
+211
+00:23:40,110 --> 00:23:46,350
+بتكون point ساعة تمانية زائد
+
+212
+00:23:46,350 --> 00:23:57,570
+تلاتة و نص في عشر أقل سالب أربعة TF minus ستة
+
+213
+00:23:57,570 --> 00:24:03,250
+point تلاتة في عشر أقل سالب سبعة TF
+
+214
+00:24:04,890 --> 00:24:10,870
+تربيع يعني هكون point تسعة تمانية زائد تلاتة و نص
+
+215
+00:24:10,870 --> 00:24:18,330
+في عشر أسالف أربع في ستمائية و خمسين minus ستة
+
+216
+00:24:18,330 --> 00:24:23,290
+point تلاتة في عشر أسالف سبع في ستمائية و خمسين
+
+217
+00:24:23,290 --> 00:24:34,260
+تربيع point تسعة أربع واحد point تسعة أربع واحدلأن
+
+218
+00:24:34,260 --> 00:24:35,620
+عندي تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+219
+00:24:35,620 --> 00:24:36,000
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+220
+00:24:36,000 --> 00:24:43,060
+تسعة و تسعة و تسعة
+
+221
+00:24:43,060 --> 00:24:45,100
+و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+222
+00:24:45,100 --> 00:24:48,060
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+223
+00:24:48,060 --> 00:24:48,460
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+224
+00:24:48,460 --> 00:24:49,120
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+225
+00:24:49,120 --> 00:25:01,840
+تسعة و تسعة و تسعة و تسعة و
+
+226
+00:25:03,210 --> 00:25:09,870
+ك ايه اللي هو point سبعة واحد تمانية في كي بي اللي
+
+227
+00:25:09,870 --> 00:25:16,430
+هي واحد في ال كي سي point تمانية خمسة في ال كي دي
+
+228
+00:25:16,430 --> 00:25:22,230
+point تسعة اربعة واحد في ال كي اي point تمانية
+
+229
+00:25:22,230 --> 00:25:28,510
+واحد اربعة في ال اس اي prime ستة خمسين
+
+230
+00:25:46,290 --> 00:26:00,250
+طيب ال sf نحكي هنا هذه
+
+231
+00:26:00,250 --> 00:26:07,740
+عشر عقل ثلاثة عزيزي اشعشرة و ستين ال curve ال sf
+
+232
+00:26:07,740 --> 00:26:19,780
+سواء a ان قص بي صح؟ ال sf سواء a في ان قص بي
+
+233
+00:26:36,260 --> 00:26:43,160
+ال A ايش مستوى؟
+
+234
+00:26:43,160 --> 00:26:53,580
+F S U T الكل تربيع على
+
+235
+00:26:53,580 --> 00:27:01,060
+S E ال
+
+236
+00:27:01,060 --> 00:27:04,100
+S U T معروفة هنا و ال S E معروفة مطلوب نعرف إيهاش
+
+237
+00:27:05,570 --> 00:27:12,650
+ال F ال
+
+238
+00:27:12,650 --> 00:27:19,150
+F شو يساوي؟ ال F بيساوي
+
+239
+00:27:19,150 --> 00:27:25,130
+اللي هي واحد point O ستة minus
+
+240
+00:27:25,130 --> 00:27:34,430
+نين point تمانية عشرة أسار بتلاتة في ال SUT
+
+241
+00:27:37,020 --> 00:27:48,860
+زائد ستة point تسعة عشر السالب ستة في ال SET تربيع
+
+242
+00:27:51,250 --> 00:27:55,830
+يعني هتكون واحد point او ستة minus اتنين point
+
+243
+00:27:55,830 --> 00:28:05,510
+تمانية في عشرة أسالب تلاتة في مية و اتناش زاد ستة
+
+244
+00:28:05,510 --> 00:28:12,930
+point تسعة في عشرة أسالب ستة في مية و اتناش تربيع
+
+245
+00:28:29,790 --> 00:28:34,190
+بونت تمانية تلاتة
+
+246
+00:28:34,190 --> 00:28:40,010
+تلاتة يعني هنا ال A هتكون اكم
+
+247
+00:28:40,010 --> 00:28:44,250
+ال
+
+248
+00:28:44,250 --> 00:28:48,070
+A
+
+249
+00:28:48,070 --> 00:28:55,180
+هتكون تستخدم بونت تمانيةتلاتة تلاتة في مية و اتناش
+
+250
+00:28:55,180 --> 00:29:00,340
+الكل تربيع على الأسئلة حسبناها اللي هي ستة عشرين
+
+251
+00:29:00,340 --> 00:29:13,140
+point اتنين ال
+
+252
+00:29:13,140 --> 00:29:17,700
+B بتساوي
+
+253
+00:29:24,500 --> 00:29:29,140
+ناقص تلت ال
+
+254
+00:29:29,140 --> 00:29:33,000
+log ال
+
+255
+00:29:33,000 --> 00:29:40,520
+F S U T على S A يعنى
+
+256
+00:29:40,520 --> 00:29:49,840
+هتكون تسة أوى minus تلت ال log ال point تمانية
+
+257
+00:29:51,520 --> 00:30:00,060
+تلاتة تلاتة في مية و اتناش على ستة و عشرين وانت
+
+258
+00:30:00,060 --> 00:30:06,140
+اتنين اكم
+
+259
+00:30:06,140 --> 00:30:16,300
+ال A طلعت اكم و ال
+
+260
+00:30:16,300 --> 00:30:16,580
+B
+
+261
+00:30:36,610 --> 00:30:43,290
+minus point واحد تمانية اربعة يعني عندي الاسف
+
+262
+00:30:43,290 --> 00:30:50,870
+هتكون a اللي هي تلاتمية و اتنين و تلاتين point
+
+263
+00:30:50,870 --> 00:30:59,970
+اتنين في ال n اللي هي سبعين الف اص
+
+264
+00:30:59,970 --> 00:31:04,570
+بي اللي هي minus point واحد تمانية اربعة
+
+265
+00:31:23,610 --> 00:31:31,990
+42 يعني اذا كان ال alternating load 42.7 القطعة
+
+266
+00:31:31,990 --> 00:31:36,090
+بتعيش سبعين الف cycle توقع
+
+267
+00:31:50,530 --> 00:31:58,610
+في سؤال؟ طيب
+
+268
+00:32:27,340 --> 00:32:30,440
+نحكي عن ال stress concentration و ال notch
+
+269
+00:32:30,440 --> 00:32:35,960
+sensitivity في حالة الفتيق loading طبعا إذا في
+
+270
+00:32:35,960 --> 00:32:39,560
+عندى notch أو تغير في ال cross section أو ثقب أو
+
+271
+00:32:39,560 --> 00:32:42,900
+fillet أي تغير في cross section بيعمللي stress
+
+272
+00:32:42,900 --> 00:32:47,320
+concentration عشان نحسب الفتيق stress
+
+273
+00:32:47,320 --> 00:32:53,420
+concentration factor في علاقة طبعا
+
+274
+00:32:55,930 --> 00:33:00,130
+في material بتكون حساسة notches sensitive وفي
+
+275
+00:33:00,130 --> 00:33:04,070
+material بتكون not notches sensitive اتوقع ال
+
+276
+00:33:04,070 --> 00:33:08,290
+material تكون كل ما كانت اكثر قصاوة بتكون اكتر
+
+277
+00:33:08,290 --> 00:33:13,510
+حساسية لل notches المواد ال ductile كتير بتكونش
+
+278
+00:33:13,510 --> 00:33:18,370
+حساسة لل notches او حسيتها بتكون قليلة ففي
+
+279
+00:33:18,370 --> 00:33:20,290
+relation بين ال notches sensitive اللي هي Q
+
+280
+00:33:20,290 --> 00:33:26,250
+بالساويةKF-1 على KT-1 اللي هو ال Q اللي هي Notch
+
+281
+00:33:26,250 --> 00:33:32,810
+sensitivity تتغير من 0 not not notch sensitive to
+
+282
+00:33:32,810 --> 00:33:37,690
+1 fully sensitive ف ال notch sensitivity كيف
+
+283
+00:33:37,690 --> 00:33:40,210
+بيساوي اللي هو ال fatigue stress concentration
+
+284
+00:33:40,210 --> 00:33:43,250
+factor ناقص واحد على ال geometric stress
+
+285
+00:33:43,250 --> 00:33:46,450
+concentration factor ناقص واحد ال KT اللي بنجيه من
+
+286
+00:33:46,450 --> 00:33:52,510
+ال table زي ال table A 15 هذا في حالة ال bendingفي
+
+287
+00:33:52,510 --> 00:33:55,750
+حالة عندى shear بيكون ال notch sensitive in shear
+
+288
+00:33:55,750 --> 00:34:02,130
+بيستوى Kf in shear minus واحد على Kts minus واحد
+
+289
+00:34:02,130 --> 00:34:04,530
+في حالة كانت ال Q صفر
+
+290
+00:34:07,290 --> 00:34:12,030
+بتكون ال KF شو يستوي؟ واحد طلع المعادلة بحط Q
+
+291
+00:34:12,030 --> 00:34:17,550
+بستوي صفر بيصير ال Q ال KF بيستوي واحد في حالة
+
+292
+00:34:17,550 --> 00:34:22,030
+كمان انت ممكن ترى fully notch sensitive يعني ال Q
+
+293
+00:34:22,030 --> 00:34:26,030
+واحد بتكون ال KF بيستوي الكاتي
+
+294
+00:34:30,860 --> 00:34:37,280
+هن معطينا في الكتاب figure 626 في حالة .. ال notch
+
+295
+00:34:37,280 --> 00:34:42,500
+sensors دي في حالة reversed bending loading او
+
+296
+00:34:42,500 --> 00:34:47,980
+reversed axial loading هن طبعا معطي ال notch
+
+297
+00:34:47,980 --> 00:34:54,820
+radius هن بالانش هن ال notch radius بالmillimeter
+
+298
+00:34:54,820 --> 00:34:57,240
+يعني اذا عندك .. يعني انا بشتغل ال curve على
+
+299
+00:34:57,240 --> 00:35:01,510
+English and metric unitsهو على ال y axis اللي هو
+
+300
+00:35:01,510 --> 00:35:04,950
+ال q ال notches في دي هي المعطينة ل different
+
+301
+00:35:04,950 --> 00:35:11,370
+steels وهذا ال curve ل الألمانيوم ألمانيوم سباكي
+
+302
+00:35:11,370 --> 00:35:16,870
+الألمانيوم طبعا كل ما بزيد ال strength بتاعة ال
+
+303
+00:35:16,870 --> 00:35:23,030
+steelلحظة ده نفس ال notch كل ما تزيد ال Q يعني كل
+
+304
+00:35:23,030 --> 00:35:28,370
+ما تصبح حساس اكتر لل notches ال Q بالزيد قبل متها،
+
+305
+00:35:28,370 --> 00:35:32,070
+هين عند ال strength هين خمسين kilo pound أو kilo
+
+306
+00:35:32,070 --> 00:35:35,210
+pound per square inch، هين مية، هين مية و خمسين،
+
+307
+00:35:35,210 --> 00:35:39,680
+هين متين و احد كذافبزيد ال strength بزيد ال notch
+
+308
+00:35:39,680 --> 00:35:44,200
+sensitivity و منها بحسب اللي هو KF بيصير واحد زاد
+
+309
+00:35:44,200 --> 00:35:50,140
+Q في KT minus K واحد اللي هي من هذه المعادلة بقعد
+
+310
+00:35:50,140 --> 00:35:53,340
+بالطرفين في KT minus واحد بيصير عندى KF minus واحد
+
+311
+00:35:53,340 --> 00:35:56,620
+بيصير Q في KT minus واحد بعدين جيل واحد ع الجهة
+
+312
+00:35:56,620 --> 00:36:02,180
+التانيةفبصير عندك ال KF بالساوية واحد زي ال Q في
+
+313
+00:36:02,180 --> 00:36:06,620
+KT minus واحد هذا طبعا ال curve في حالة reversed
+
+314
+00:36:06,620 --> 00:36:12,020
+bending او reversed axial loading في حالة reversed
+
+315
+00:36:12,020 --> 00:36:18,040
+torsional loading هي curve تانية طبعا نفس ال curve
+
+316
+00:36:18,040 --> 00:36:21,360
+عنده هنا notch radius
+
+317
+00:36:30,610 --> 00:36:34,630
+عندي هنا ال notch radius بال English units او ال
+
+318
+00:36:34,630 --> 00:36:37,910
+notch radius بال metric units و هنا عندي ال torch
+
+319
+00:36:37,910 --> 00:36:43,430
+ده ال notch sensitivity و هي المعطيلة ال 10 side
+
+320
+00:36:43,430 --> 00:36:46,310
+strings هدى ل ال steels هدى ل ال aluminum و ال KFS
+
+321
+00:36:46,310 --> 00:36:49,810
+بسوة واحد زاد KUS في KTS minus واحد
+
+322
+00:36:57,120 --> 00:37:01,600
+أو ممكن استخدم الكيرفات equations ان هدول الكيرفات
+
+323
+00:37:01,600 --> 00:37:08,600
+او هذه اعملها كيرفات انا عندي هذه الكيرفات من ون
+
+324
+00:37:08,600 --> 00:37:11,220
+جوا في بيانات وعملوا plotting ما زال بيانات موجودة
+
+325
+00:37:11,220 --> 00:37:23,540
+ممكن اعملاش كيرفات طيب
+
+326
+00:37:27,140 --> 00:37:32,520
+using curve فتح بحسب ال Q بيستوى
+
+327
+00:37:32,520 --> 00:37:36,880
+واحد على واحد جزر جزر تربية لل A على جزر ال R ال R
+
+328
+00:37:36,880 --> 00:37:45,080
+اللي هي Notch Radius Notch Radius الآن الجزر A هذا
+
+329
+00:37:45,080 --> 00:37:50,200
+parameter some parameter فيله معادلة في حالة ال
+
+330
+00:37:50,200 --> 00:37:54,120
+bending او axial loading اللي هي reverse bending
+
+331
+00:37:54,120 --> 00:37:58,650
+او axial loadingأنا أحكيها إنها reversed
+
+332
+00:38:27,280 --> 00:38:50,320
+و هنا برضه reversed طيب
+
+333
+00:38:51,520 --> 00:38:54,880
+طب المعادلة يعني نفس المعادلة دول بس واحدة في ال
+
+334
+00:38:54,880 --> 00:39:01,400
+English units و واحدة فيهاش metric units هنا الجزر
+
+335
+00:39:01,400 --> 00:39:04,220
+A في حالة ال torsion واحدة في ال English units و
+
+336
+00:39:04,220 --> 00:39:08,620
+واحدة في ال metric units يعني أما بستخدم معادلة
+
+337
+00:39:08,620 --> 00:39:15,300
+هذه معادلة هذه معادلة أو هذه معادلة أو بستخدم هيش
+
+338
+00:39:16,860 --> 00:39:21,060
+ال curve دلوقت بستخدم ال curve ستة و عشرين وال
+
+339
+00:39:21,060 --> 00:39:30,020
+curve سبعة و عشرين أو المعادلات هذه في
+
+340
+00:39:30,020 --> 00:39:35,620
+حالة ال cast iron ال cast iron أساسا هو ملان جوا
+
+341
+00:39:35,620 --> 00:39:41,760
+notches فيه .. فيه كتير notches وبالتالي
+
+342
+00:39:41,760 --> 00:39:45,380
+لما بيعملوا فحص لل cast iron part already included
+
+343
+00:39:46,630 --> 00:39:51,190
+الـ notch فيه لأن الـ notch مليان نوتشز والتالي أي
+
+344
+00:39:51,190 --> 00:39:57,490
+نوتشز إضافية مش هتغير الواقع كتير يعني يفضل او
+
+345
+00:39:57,490 --> 00:40:02,110
+يوصى ان نستخدم aqueous soap one two for all cast
+
+346
+00:40:02,110 --> 00:40:05,310
+irons نستخدم aqueous soap one two for cast irons
+
+347
+00:40:05,310 --> 00:40:10,250
+حديد الساكن نشوف
+
+348
+00:40:10,250 --> 00:40:10,750
+مثال
+
+349
+00:40:14,960 --> 00:40:19,020
+أستيل شافت في الـ bending لديه قوة أعظم من 690
+
+350
+00:40:19,020 --> 00:40:26,380
+ميجا باسكال لدي شافت مصنوع من الستيل ال SUT بتاعته
+
+351
+00:40:26,380 --> 00:40:39,960
+690 ميجا باسكال ال SUT 690
+
+352
+00:40:39,960 --> 00:40:42,100
+ميجا
+
+353
+00:40:45,530 --> 00:40:48,850
+Pascal and a shoulder with a filled radius of
+
+354
+00:40:48,850 --> 00:40:53,330
+three millimeters connecting a 32 millimeter with
+
+355
+00:40:53,330 --> 00:41:07,610
+a 38 millimeter diameter عندي حد
+
+356
+00:41:07,610 --> 00:41:08,530
+اتنين تلاتين ميلي
+
+357
+00:41:13,520 --> 00:41:26,000
+و هذه تبعين تلاتين من ليه؟ وهذه
+
+358
+00:41:26,000 --> 00:41:30,120
+ر
+
+359
+00:41:30,120 --> 00:41:32,940
+تلاتة
+
+360
+00:41:43,440 --> 00:41:52,900
+هو الحالة اللي عندى هو في حالة reversed binding
+
+361
+00:41:52,900 --> 00:41:59,000
+reverse
+
+362
+00:41:59,000 --> 00:42:08,120
+binding دول كف الكف في الساوية واحد
+
+363
+00:42:08,120 --> 00:42:12,180
+زاد كيو في كتي
+
+364
+00:42:21,140 --> 00:42:28,520
+-1 معناته بدي احصل شطال ال KTE ال KTE هروح على
+
+365
+00:42:28,520 --> 00:42:34,420
+الجداول هزنت ايه خمستاشر
+
+366
+00:43:05,090 --> 00:43:18,150
+هذا صحيح احنا هيكون A خمستاش تسعة عند
+
+367
+00:43:18,150 --> 00:43:31,090
+ال R ال R على D عند ال Rال دي small هي أكم 32 و ال
+
+368
+00:43:31,090 --> 00:43:37,770
+R هي تلاتة و
+
+369
+00:43:37,770 --> 00:43:42,790
+دي capital انا
+
+370
+00:43:42,790 --> 00:43:53,530
+اتقر على دي تلاتة على 32 ستكون point one something
+
+371
+00:43:53,530 --> 00:43:54,610
+صح point zero
+
+372
+00:43:58,100 --> 00:44:09,500
+one zero تسعة تلاتة و ال .. دي capital على دي اللي
+
+373
+00:44:09,500 --> 00:44:14,260
+هتكون اللي هو تمانية و تلاتين على اتنين و تلاتين
+
+374
+00:44:14,260 --> 00:44:20,920
+كام؟
+
+375
+00:44:20,920 --> 00:44:24,500
+واحد
+
+376
+00:44:24,500 --> 00:44:25,600
+تمانية سبعة
+
+377
+00:44:30,980 --> 00:44:36,880
+طيب معناته انا عندي هنا هتكون تقريبا هنا على الخط
+
+378
+00:44:36,880 --> 00:44:41,300
+هذا صح؟ مظبوط؟
+
+379
+00:44:41,300 --> 00:44:47,940
+و احنا بنحكي واحد point واحد تمانية سبعة عندي هذه
+
+380
+00:44:47,940 --> 00:44:54,720
+واحد point واحد و هذه واحد point خاصة يعني أنا جاي
+
+381
+00:44:54,720 --> 00:44:59,600
+بين التلين هدول يعني تقريبا ال KT هتكون في المنطقة
+
+382
+00:44:59,600 --> 00:45:05,160
+هذهيعني هذه one point six one point سبعة خمسة
+
+383
+00:45:05,160 --> 00:45:11,560
+تقريبا واحد point سبعة خمسة احنا
+
+384
+00:45:11,560 --> 00:45:18,820
+هنا احنا وين؟ احنا على الخط هذا احنا بين هذا و هذا
+
+385
+00:45:18,820 --> 00:45:25,540
+صح؟ يعني عند هنا واحد point ستة واحد point ستة
+
+386
+00:45:25,540 --> 00:45:28,600
+اتنين واحد point ستة اتنين يعني هتكون ال KTE
+
+387
+00:45:33,360 --> 00:45:44,720
+واحد point ست اتنين اله اخمستاش تسعة قعد
+
+388
+00:45:44,720 --> 00:45:48,520
+الكاتين ال Q
+
+389
+00:45:57,560 --> 00:46:02,500
+احنا bending يعني هتكون شكل ستة ستة عشرين ال notch
+
+390
+00:46:02,500 --> 00:46:08,760
+عندى تلتة مليمتر صح هاي تلتة مليمتر و ال strength
+
+391
+00:46:08,760 --> 00:46:16,920
+أكمل ستمية و خمسين يعني bond ستة تسعة يعني احنا
+
+392
+00:46:16,920 --> 00:46:20,800
+جاين هنا يعني
+
+393
+00:46:20,800 --> 00:46:29,080
+هتكون تقريبا bond سبعة يعني بنحكي bond تمانيةهتكون
+
+394
+00:46:29,080 --> 00:46:35,600
+تحت شوية point ..لحظة
+
+395
+00:46:35,600 --> 00:46:39,500
+لأ بينهم point تسعة عادي point تسعة و نص جاية
+
+396
+00:46:39,500 --> 00:46:45,300
+point تمانية اربعة مثلا تقريبا point تمانية اربعة
+
+397
+00:46:45,300 --> 00:46:49,320
+ال Q point
+
+398
+00:46:49,320 --> 00:46:59,050
+تمانية اربعة اللي هو figure ستة ستة عشرينيعني
+
+399
+00:46:59,050 --> 00:47:09,490
+هتكون ال KF الساوية واحد زاد point تمانية أربعة في
+
+400
+00:47:09,490 --> 00:47:20,250
+KT اللي هي واحد point ستة اتنين ناقص واحد واحد
+
+401
+00:47:20,250 --> 00:47:23,670
+point خمس اتنين
+
+402
+00:47:27,170 --> 00:47:35,650
+أو ممكن أستخدم المعادلات استخدم
+
+403
+00:47:35,650 --> 00:47:41,310
+المعادلة اللي هي المعادلة التانية هذه جزر ال a
+
+404
+00:47:41,310 --> 00:47:46,050
+بالساعة واحد بون اتنين اربع minus منها بحسب جزر ال
+
+405
+00:47:46,050 --> 00:47:53,250
+a بعدين بحسب ال q و بعدين بقعد في المعادلةبس عادة
+
+406
+00:47:53,250 --> 00:47:56,710
+ال fatigue loading تخشش تعقيدات زي هيك لإن كل هذه
+
+407
+00:47:56,710 --> 00:48:03,110
+ال mathematical model درجة الخطأ فيها مش بسيطة و
+
+408
+00:48:03,110 --> 00:48:07,890
+التالت اتحبك هاش كتير في
+
+409
+00:48:07,890 --> 00:48:15,770
+حالة ال fatigue loading طيب
+
+410
+00:48:23,410 --> 00:48:26,270
+المحاضرة الجام شوف كيف how to apply ال fatigue
+
+411
+00:48:26,270 --> 00:48:28,950
+stress concentration factor
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..d355f13f254415bde82ccb2a3b2870336ba889a6
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.json
@@ -0,0 +1 @@
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بتساوي سابون تسعة تمانية زائد تلاتة و نص عشرة أسالب أربعة", "tokens": [9566, 1829, 3555, 1975, 5016, 8315, 11331, 4117, 1829, 8315, 2423, 4904, 15844, 2423, 318, 1808, 4292, 1975, 1829, 8592, 39894, 3794, 995, 45865, 8608, 16758, 11536, 6055, 3794, 27884, 46811, 7649, 10632, 30767, 16373, 3215, 6055, 1211, 9307, 3660, 4032, 8717, 9381, 6225, 8592, 25720, 5551, 3794, 6027, 3555, 5551, 25513, 27884], "avg_logprob": -0.19415509480017204, "compression_ratio": 1.3208955223880596, "no_speech_prob": 0.0, "words": [{"start": 252.58, "end": 253.04, "word": "طيب", "probability": 0.9845377604166666}, {"start": 253.04, "end": 253.58, "word": " احنا", "probability": 0.7762044270833334}, {"start": 253.58, "end": 253.92, "word": " حكينا", "probability": 0.66876220703125}, {"start": 253.92, "end": 254.08, "word": " ال", "probability": 0.8857421875}, {"start": 254.08, "end": 254.4, "word": " ST", "probability": 0.1632080078125}, {"start": 254.4, "end": 257.88, "word": " على", "probability": 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"probability": 0.7431640625}, {"start": 325.71, "end": 325.97, "word": " هي", "probability": 0.83544921875}, {"start": 325.97, "end": 326.45, "word": " اربعمية", "probability": 0.7099609375}, {"start": 326.45, "end": 326.55, "word": " و", "probability": 0.99462890625}, {"start": 326.55, "end": 327.05, "word": " خمسين", "probability": 0.9681396484375}, {"start": 327.05, "end": 330.53, "word": " minus", "probability": 0.7900390625}, {"start": 330.53, "end": 330.95, "word": " six", "probability": 0.48583984375}, {"start": 330.95, "end": 331.29, "word": " point", "probability": 0.9599609375}, {"start": 331.29, "end": 332.19, "word": " تلاتة", "probability": 0.933837890625}, {"start": 332.19, "end": 333.01, "word": " في", "probability": 0.81884765625}, {"start": 333.01, "end": 333.31, "word": " عشرة", "probability": 0.8802083333333334}, {"start": 333.31, "end": 333.91, "word": " سالب", "probability": 0.93798828125}, {"start": 333.91, "end": 334.71, "word": " سبعة", "probability": 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بس اخد في اتبار ال temperature factor هتكون سواء KD في ال SE prime يعني هتكون اللي هي عند 70 في هرنهايت هتكون اللي هي 1.01 في 39", "tokens": [3615, 23942, 24525, 2288, 20498, 4292, 13672, 1829, 39896, 502, 13, 10607, 4032, 2423, 10269, 15844, 6156, 43042, 16472, 3224, 4724, 3794, 1975, 9778, 3215, 8978, 1975, 2655, 3555, 9640, 2423, 4292, 5952, 8032, 2655, 30544, 8608, 2407, 16606, 591, 35, 8978, 2423, 10269, 5835, 37495, 22653, 8032, 2655, 30544, 13672, 1829, 39896, 43242, 5285, 8978, 8032, 2288, 1863, 3224, 995, 36081, 8032, 2655, 30544, 13672, 1829, 39896, 502, 13, 10607, 8978, 15238], "avg_logprob": -0.39442567044013255, "compression_ratio": 1.5681818181818181, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 374.64, "end": 374.98, "word": "على", "probability": 0.6817626953125}, {"start": 374.98, "end": 375.48, "word": " اسروم", "probability": 0.4158935546875}, {"start": 375.48, "end": 375.9, "word": " temperature", "probability": 0.76611328125}, {"start": 375.9, "end": 376.2, "word": " اللي", "probability": 0.38232421875}, {"start": 376.2, "end": 376.46, "word": " هي", "probability": 0.8759765625}, {"start": 376.46, "end": 377.0, "word": " 1", "probability": 0.1304931640625}, {"start": 377.0, "end": 378.22, "word": ".01", "probability": 0.943359375}, {"start": 378.22, "end": 379.3, "word": " و", "probability": 0.190185546875}, {"start": 379.3, "end": 379.42, "word": " ال", "probability": 0.293212890625}, {"start": 379.42, "end": 379.78, "word": " SE", "probability": 0.56103515625}, {"start": 379.78, "end": 380.44, "word": " على", "probability": 0.77001953125}, {"start": 380.44, "end": 380.8, "word": " فرض", "probability": 0.981201171875}, {"start": 380.8, "end": 381.4, "word": " انه", "probability": 0.822265625}, {"start": 381.4, "end": 381.72, "word": " بس", "probability": 0.8046875}, {"start": 381.72, "end": 381.94, "word": " اخد", "probability": 0.690673828125}, {"start": 381.94, "end": 382.04, "word": " في", "probability": 0.34033203125}, {"start": 382.04, "end": 382.46, "word": " اتبار", "probability": 0.61297607421875}, {"start": 382.46, "end": 382.58, "word": " ال", "probability": 0.8134765625}, {"start": 382.58, "end": 382.88, "word": " temperature", "probability": 0.89013671875}, {"start": 382.88, "end": 383.56, "word": " factor", "probability": 0.8603515625}, {"start": 383.56, "end": 387.08, "word": " هتكون", "probability": 0.7909342447916666}, {"start": 387.08, "end": 387.42, "word": " سواء", "probability": 0.7454427083333334}, {"start": 387.42, "end": 387.9, "word": " KD", "probability": 0.59619140625}, {"start": 387.9, "end": 389.66, "word": " في", "probability": 0.78515625}, {"start": 389.66, "end": 389.8, "word": " ال", "probability": 0.86083984375}, {"start": 389.8, "end": 390.16, "word": " SE", "probability": 0.7763671875}, {"start": 390.16, "end": 390.68, "word": " prime", "probability": 0.39794921875}, {"start": 390.68, "end": 391.44, "word": " يعني", "probability": 0.8916015625}, {"start": 391.44, "end": 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"probability": 0.81982421875}, {"start": 434.76, "end": 435.04, "word": " temperature", "probability": 0.623046875}, {"start": 435.04, "end": 435.56, "word": " معروفة", "probability": 0.8690185546875}, {"start": 435.56, "end": 435.6, "word": " اللي", "probability": 0.796875}, {"start": 435.6, "end": 435.68, "word": " هي", "probability": 0.87353515625}, {"start": 435.68, "end": 436.16, "word": " سبعين", "probability": 0.9332275390625}, {"start": 436.16, "end": 436.52, "word": " kilo", "probability": 0.444091796875}, {"start": 436.52, "end": 436.86, "word": " pound", "probability": 0.92333984375}, {"start": 436.86, "end": 437.1, "word": " per", "probability": 0.923828125}, {"start": 437.1, "end": 437.52, "word": " square", "probability": 0.86376953125}, {"start": 437.52, "end": 438.0, "word": " inch", "probability": 0.9736328125}], "temperature": 1.0}, {"id": 16, "seek": 46386, "start": 441.6, "end": 463.86, "text": "يعنى ممكن احلى احكى انه استخدم نفس العلاقة ST على SRT بيستخدم واحد point واحد ومنها بعدها احكى ان ST عند ال temperature هست one point واحد S room temperature يعني هتكون واحد point واحد في سبعين", "tokens": [40228, 1863, 7578, 3714, 43020, 1975, 5016, 23942, 1975, 5016, 4117, 7578, 16472, 3224, 44713, 9778, 40448, 8717, 36178, 18863, 15040, 28671, 4904, 15844, 20840, 51, 4724, 1829, 14851, 9778, 40448, 36764, 24401, 935, 36764, 24401, 4032, 27842, 11296, 39182, 11296, 1975, 5016, 4117, 7578, 16472, 4904, 43242, 2423, 4292, 8032, 14851, 472, 935, 36764, 24401, 318, 1808, 4292, 37495, 22653, 8032, 2655, 30544, 36764, 24401, 935, 36764, 24401, 8978, 8608, 3555, 3615, 9957], "avg_logprob": -0.27645832935969034, "compression_ratio": 1.7738095238095237, "no_speech_prob": 0.0, "words": [{"start": 441.6, "end": 441.9, "word": "يعنى", "probability": 0.6736653645833334}, {"start": 441.9, "end": 442.14, "word": " ممكن", "probability": 0.862060546875}, {"start": 442.14, "end": 442.5, "word": " احلى", "probability": 0.75146484375}, {"start": 442.5, "end": 442.8, "word": " احكى", "probability": 0.781982421875}, {"start": 442.8, "end": 443.24, "word": " انه", "probability": 0.869873046875}, {"start": 443.24, "end": 444.48, "word": " استخدم", "probability": 0.8610026041666666}, {"start": 444.48, "end": 444.68, "word": " نفس", "probability": 0.9970703125}, {"start": 444.68, "end": 445.22, "word": " العلاقة", "probability": 0.8826497395833334}, {"start": 445.22, "end": 446.38, "word": " ST", "probability": 0.2105712890625}, {"start": 446.38, "end": 446.64, "word": " على", "probability": 0.61474609375}, {"start": 446.64, "end": 447.56, "word": " SRT", "probability": 0.926513671875}, {"start": 447.56, "end": 448.76, "word": " بيستخدم", "probability": 0.576611328125}, {"start": 448.76, "end": 449.0, "word": " واحد", "probability": 0.8232421875}, {"start": 449.0, "end": 449.28, "word": " point", "probability": 0.9140625}, {"start": 449.28, "end": 449.68, "word": " واحد", "probability": 0.695068359375}, {"start": 449.68, "end": 450.08, "word": " ومنها", "probability": 0.82373046875}, {"start": 450.08, "end": 450.36, "word": " بعدها", "probability": 0.408203125}, {"start": 450.36, "end": 450.6, "word": " احكى", "probability": 0.9404296875}, {"start": 450.6, "end": 450.68, "word": " ان", "probability": 0.73876953125}, {"start": 450.68, "end": 451.12, "word": " ST", "probability": 0.5849609375}, {"start": 451.12, "end": 452.04, "word": " عند", "probability": 0.92041015625}, {"start": 452.04, "end": 452.2, "word": " ال", "probability": 0.564453125}, {"start": 452.2, "end": 452.52, "word": " temperature", "probability": 0.76123046875}, {"start": 452.52, "end": 454.3, "word": " هست", "probability": 0.5823974609375}, {"start": 454.3, "end": 454.54, "word": " one", "probability": 0.544921875}, {"start": 454.54, "end": 454.84, "word": " point", "probability": 0.974609375}, {"start": 454.84, "end": 455.48, "word": " واحد", "probability": 0.88232421875}, {"start": 455.48, "end": 457.2, "word": " S", "probability": 0.64013671875}, {"start": 457.2, "end": 457.48, "word": " room", "probability": 0.69677734375}, {"start": 457.48, "end": 458.02, "word": " temperature", "probability": 0.96533203125}, {"start": 458.02, "end": 459.6, "word": " يعني", "probability": 0.759521484375}, {"start": 459.6, "end": 459.92, "word": " هتكون", "probability": 0.9539388020833334}, {"start": 459.92, "end": 460.32, "word": " واحد", "probability": 0.990478515625}, {"start": 460.32, "end": 460.64, "word": " point", "probability": 0.978515625}, {"start": 460.64, "end": 461.36, "word": " واحد", "probability": 0.967041015625}, {"start": 461.36, "end": 463.06, "word": " في", "probability": 0.8896484375}, {"start": 463.06, "end": 463.86, "word": " سبعين", "probability": 0.96337890625}], "temperature": 1.0}, {"id": 17, "seek": 49563, "start": 470.71, "end": 495.63, "text": "بعدين انا هتحكي SE عندي ال temperature بصورة و نص ال ST أكم؟ أكم سبعين؟ فبصير خمس تلاتين؟", "tokens": [3555, 22488, 9957, 1975, 8315, 8032, 2655, 5016, 4117, 1829, 10269, 18871, 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"probability": 0.5380859375}, {"start": 1145.69, "end": 1145.89, "word": " مية", "probability": 0.778564453125}, {"start": 1145.89, "end": 1146.03, "word": " و", "probability": 0.9296875}, {"start": 1146.03, "end": 1146.55, "word": " اتناش", "probability": 0.81671142578125}, {"start": 1146.55, "end": 1149.97, "word": " هيكون", "probability": 0.85546875}, {"start": 1149.97, "end": 1150.29, "word": " ستة", "probability": 0.962890625}, {"start": 1150.29, "end": 1150.81, "word": " خمسين", "probability": 0.9112548828125}, {"start": 1150.81, "end": 1153.73, "word": " KPSI", "probability": 0.7513020833333334}], "temperature": 1.0}, {"id": 41, "seek": 118400, "start": 1159.88, "end": 1184.0, "text": "الـ K A Surface Finish Factor صح؟ انه Machined", "tokens": [6027, 39184, 591, 316, 36052, 31583, 479, 15104, 20328, 5016, 22807, 16472, 3224, 12089, 2001], "avg_logprob": -0.6538086198270321, "compression_ratio": 0.859375, "no_speech_prob": 0.0, "words": [{"start": 1159.88, "end": 1160.28, "word": "الـ", "probability": 0.708251953125}, {"start": 1160.28, "end": 1160.4, "word": " K", "probability": 0.35400390625}, {"start": 1160.4, "end": 1160.72, "word": " A", "probability": 0.2763671875}, {"start": 1160.72, "end": 1161.48, "word": " Surface", "probability": 0.251708984375}, {"start": 1161.48, "end": 1161.78, "word": " Finish", "probability": 0.68505859375}, {"start": 1161.78, "end": 1162.16, "word": " Factor", "probability": 0.748779296875}, {"start": 1162.16, "end": 1168.94, "word": " صح؟", "probability": 0.7766927083333334}, {"start": 1168.94, "end": 1183.04, "word": " انه", "probability": 0.26116943359375}, {"start": 1183.04, "end": 1184.0, "word": " Machined", "probability": 0.62939453125}], "temperature": 1.0}, {"id": 42, "seek": 121222, "start": 1186.16, "end": 1212.22, "text": "معناته ال A هتكون ساوة اتنين وال B minus point two one seven صح ال K A بالساوة A S U T plus B و A بالساوة اتنين", "tokens": [2304, 3615, 8315, 47395, 2423, 316, 8032, 2655, 30544, 8608, 995, 2407, 3660, 1975, 2655, 1863, 9957, 16070, 363, 3175, 935, 732, 472, 3407, 20328, 5016, 2423, 591, 316, 20666, 3794, 995, 2407, 3660, 316, 318, 624, 314, 1804, 363, 4032, 316, 20666, 3794, 995, 2407, 3660, 1975, 2655, 1863, 9957], "avg_logprob": -0.3380408516296974, "compression_ratio": 1.3114754098360655, "no_speech_prob": 0.0, "words": [{"start": 1186.16, "end": 1186.72, "word": "معناته", "probability": 0.7735595703125}, {"start": 1186.72, "end": 1187.12, "word": " ال", "probability": 0.72265625}, {"start": 1187.12, "end": 1187.34, "word": " A", "probability": 0.442138671875}, {"start": 1187.34, "end": 1187.66, "word": " هتكون", "probability": 0.668212890625}, {"start": 1187.66, "end": 1188.08, "word": " ساوة", "probability": 0.471038818359375}, {"start": 1188.08, "end": 1188.52, "word": " اتنين", "probability": 0.909912109375}, {"start": 1188.52, "end": 1188.88, "word": " وال", "probability": 0.57275390625}, {"start": 1188.88, "end": 1189.1, "word": " B", "probability": 0.74755859375}, {"start": 1189.1, "end": 1189.56, "word": " minus", "probability": 0.7138671875}, {"start": 1189.56, "end": 1189.92, "word": " point", "probability": 0.64990234375}, {"start": 1189.92, "end": 1190.14, "word": " two", "probability": 0.299072265625}, {"start": 1190.14, "end": 1190.32, "word": " one", "probability": 0.89453125}, {"start": 1190.32, "end": 1190.54, "word": " seven", "probability": 0.335205078125}, {"start": 1190.54, "end": 1190.88, "word": " صح", "probability": 0.7371826171875}, {"start": 1190.88, "end": 1193.3, "word": " ال", "probability": 0.65966796875}, {"start": 1193.3, "end": 1193.56, "word": " K", "probability": 0.8642578125}, {"start": 1193.56, "end": 1194.92, "word": " A", "probability": 0.7578125}, {"start": 1194.92, "end": 1202.38, "word": " بالساوة", "probability": 0.689892578125}, {"start": 1202.38, "end": 1202.74, "word": " A", "probability": 0.873046875}, {"start": 1202.74, "end": 1204.28, "word": " S", "probability": 0.489990234375}, {"start": 1204.28, "end": 1204.52, "word": " U", "probability": 0.8798828125}, {"start": 1204.52, "end": 1204.82, "word": " T", "probability": 0.98388671875}, {"start": 1204.82, "end": 1206.86, "word": " plus", "probability": 0.301025390625}, {"start": 1206.86, "end": 1207.2, "word": " B", "probability": 0.9658203125}, {"start": 1207.2, "end": 1209.02, "word": " و", "probability": 0.654296875}, {"start": 1209.02, "end": 1209.44, "word": " A", "probability": 0.72998046875}, {"start": 1209.44, "end": 1211.82, "word": " بالساوة", "probability": 0.96865234375}, {"start": 1211.82, "end": 1212.22, "word": " اتنين", "probability": 0.9869384765625}], "temperature": 1.0}, {"id": 43, "seek": 123936, "start": 1219.51, "end": 1239.37, "text": "KPSI B-0.217 يعني هتكون هتساوى اتنين في ال SUT 112 أُس minus point 217", "tokens": [42, 6273, 40, 363, 12, 15, 13, 4436, 22, 37495, 22653, 8032, 2655, 30544, 8032, 2655, 3794, 995, 2407, 7578, 1975, 2655, 1863, 9957, 8978, 2423, 318, 8709, 45835, 5551, 10859, 3794, 3175, 935, 5080, 22], "avg_logprob": -0.4615709395022006, "compression_ratio": 1.0104166666666667, "no_speech_prob": 0.0, "words": [{"start": 1219.5099999999998, "end": 1220.9099999999999, "word": "KPSI", "probability": 0.4674886067708333}, {"start": 1220.9099999999999, "end": 1222.31, "word": " B", "probability": 0.3095703125}, {"start": 1222.31, "end": 1226.87, "word": "-0", "probability": 0.4420166015625}, {"start": 1226.87, "end": 1228.45, "word": ".217", "probability": 0.8328450520833334}, {"start": 1228.45, "end": 1229.75, "word": " يعني", "probability": 0.53228759765625}, {"start": 1229.75, "end": 1230.11, "word": " هتكون", "probability": 0.8260091145833334}, {"start": 1230.11, "end": 1230.73, "word": " هتساوى", "probability": 0.6900634765625}, {"start": 1230.73, "end": 1231.17, "word": " اتنين", "probability": 0.84564208984375}, {"start": 1231.17, "end": 1232.57, "word": " في", "probability": 0.426025390625}, {"start": 1232.57, "end": 1232.69, "word": " ال", "probability": 0.87060546875}, {"start": 1232.69, "end": 1233.25, "word": " SUT", "probability": 0.67138671875}, {"start": 1233.25, "end": 1234.67, "word": " 112", "probability": 0.5869140625}, {"start": 1234.67, "end": 1236.81, "word": " أُس", "probability": 0.4742024739583333}, {"start": 1236.81, "end": 1237.25, "word": " minus", "probability": 0.45703125}, {"start": 1237.25, "end": 1237.95, "word": " point", "probability": 0.830078125}, {"start": 1237.95, "end": 1239.37, "word": " 217", "probability": 0.6961669921875}], "temperature": 1.0}, {"id": 44, "seek": 126891, "start": 1251.77, "end": 1268.91, "text": "هذه KL هو ال load factor كم؟ هذي ال table ست اتنين", "tokens": [3224, 24192, 47991, 31439, 2423, 3677, 5952, 9122, 2304, 22807, 8032, 8848, 1829, 2423, 3199, 8608, 2655, 1975, 2655, 1863, 9957], "avg_logprob": -0.48863637718287384, "compression_ratio": 0.96, "no_speech_prob": 0.0, "words": [{"start": 1251.77, "end": 1252.09, "word": "هذه", "probability": 0.642578125}, {"start": 1252.09, "end": 1252.43, "word": " KL", "probability": 0.58642578125}, {"start": 1252.43, "end": 1252.65, "word": " هو", "probability": 0.62353515625}, {"start": 1252.65, "end": 1252.81, "word": " ال", "probability": 0.55712890625}, {"start": 1252.81, "end": 1252.97, "word": " load", "probability": 0.7119140625}, {"start": 1252.97, "end": 1256.83, "word": " factor", "probability": 0.9140625}, {"start": 1256.83, "end": 1263.49, "word": " كم؟", "probability": 0.5538736979166666}, {"start": 1263.49, "end": 1266.79, "word": " هذي", "probability": 0.4275716145833333}, {"start": 1266.79, "end": 1266.91, "word": " ال", "probability": 0.5732421875}, {"start": 1266.91, "end": 1267.17, "word": " table", "probability": 0.623046875}, {"start": 1267.17, "end": 1268.53, "word": " ست", "probability": 0.76904296875}, {"start": 1268.53, "end": 1268.91, "word": " اتنين", "probability": 0.874755859375}], "temperature": 1.0}, {"id": 45, "seek": 130789, "start": 1284.49, "end": 1307.89, "text": "ال Kb اللي هو ال size factor هو معطيني القطر واحد انش اه الان هو معطيني rotating ولا non-rotating", "tokens": [6027, 591, 65, 13672, 1829, 31439, 2423, 2744, 5952, 31439, 20449, 9566, 9957, 1829, 25062, 9566, 2288, 36764, 24401, 16472, 8592, 1975, 3224, 2423, 7649, 31439, 20449, 9566, 9957, 1829, 19627, 49429, 2107, 12, 10536, 990], "avg_logprob": -0.3331925579019495, "compression_ratio": 1.3714285714285714, "no_speech_prob": 0.0, "words": [{"start": 1284.49, "end": 1284.91, "word": "ال", "probability": 0.96875}, {"start": 1284.91, "end": 1285.53, "word": " Kb", "probability": 0.4210205078125}, {"start": 1285.53, "end": 1290.81, "word": " اللي", "probability": 0.695068359375}, {"start": 1290.81, "end": 1290.99, "word": " هو", "probability": 0.99365234375}, {"start": 1290.99, "end": 1291.25, "word": " ال", "probability": 0.82666015625}, {"start": 1291.25, "end": 1291.65, "word": " size", "probability": 0.6796875}, {"start": 1291.65, "end": 1292.97, "word": " factor", "probability": 0.90380859375}, {"start": 1292.97, 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"end": 1307.89, "word": "-rotating", "probability": 0.7511393229166666}], "temperature": 1.0}, {"id": 46, "seek": 135186, "start": 1329.54, "end": 1351.86, "text": "هو مش حاجة هل هو rotating ولا .. مش في دور خيار اعتبره rotating يعني اذا مش rotating بيختلف الاشي على فرض ان rotating اذا كان الاتجاه المدحسب دي اكملا في الأول بون تلاتة سبعة", "tokens": [3224, 2407, 37893, 11331, 26108, 3660, 8032, 1211, 31439, 19627, 49429, 4386, 37893, 8978, 11778, 13063, 16490, 1829, 9640, 1975, 34268, 26890, 3224, 19627, 37495, 22653, 1975, 15730, 37893, 19627, 4724, 1829, 46456, 46538, 2423, 33599, 1829, 15844, 6156, 43042, 16472, 19627, 1975, 15730, 25961, 2423, 9307, 7435, 40294, 9673, 3215, 5016, 3794, 3555, 11778, 1829, 1975, 24793, 15040, 8978, 16247, 12610, 4724, 11536, 6055, 1211, 9307, 3660, 8608, 3555, 27884], "avg_logprob": -0.366102423104975, "compression_ratio": 1.6091954022988506, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 1329.54, "end": 1330.3, "word": "هو", "probability": 0.81591796875}, {"start": 1330.3, "end": 1330.54, "word": " مش", "probability": 0.98291015625}, {"start": 1330.54, "end": 1330.92, "word": " حاجة", "probability": 0.8317057291666666}, {"start": 1330.92, "end": 1331.04, "word": " هل", "probability": 0.83642578125}, {"start": 1331.04, "end": 1331.26, "word": " هو", "probability": 0.99365234375}, {"start": 1331.26, "end": 1331.8, "word": " rotating", "probability": 0.95263671875}, {"start": 1331.8, "end": 1332.28, "word": " ولا", "probability": 0.85693359375}, {"start": 1332.28, "end": 1335.16, "word": " ..", "probability": 0.64697265625}, {"start": 1335.16, "end": 1335.58, "word": " مش", "probability": 0.6083984375}, {"start": 1335.58, "end": 1335.7, "word": " في", "probability": 0.11944580078125}, {"start": 1335.7, "end": 1335.8, "word": " دور", "probability": 0.91259765625}, {"start": 1335.8, "end": 1335.94, "word": " خيار", "probability": 0.5148111979166666}, {"start": 1335.94, "end": 1336.32, "word": " اعتبره", "probability": 0.486724853515625}, {"start": 1336.32, "end": 1336.7, "word": " rotating", "probability": 0.97900390625}, {"start": 1336.7, "end": 1336.9, "word": " يعني", "probability": 0.68505859375}, {"start": 1336.9, "end": 1337.58, "word": " اذا", "probability": 0.85888671875}, {"start": 1337.58, "end": 1337.7, "word": " مش", "probability": 0.9658203125}, {"start": 1337.7, "end": 1338.02, "word": " rotating", "probability": 0.97314453125}, {"start": 1338.02, "end": 1338.48, "word": " بيختلف", "probability": 0.8779296875}, {"start": 1338.48, "end": 1338.9, "word": " الاشي", "probability": 0.8857421875}, {"start": 1338.9, "end": 1340.08, "word": " على", "probability": 0.90185546875}, {"start": 1340.08, "end": 1340.4, "word": " فرض", "probability": 0.9853515625}, {"start": 1340.4, "end": 1340.58, "word": " ان", "probability": 0.884765625}, {"start": 1340.58, "end": 1343.22, "word": " rotating", "probability": 0.93994140625}, {"start": 1343.22, "end": 1348.52, "word": " اذا", "probability": 0.862060546875}, {"start": 1348.52, "end": 1348.86, "word": " كان", "probability": 0.91796875}, {"start": 1348.86, "end": 1349.14, "word": " الاتجاه", "probability": 0.489349365234375}, {"start": 1349.14, "end": 1349.6, "word": " المدحسب", "probability": 0.555029296875}, {"start": 1349.6, "end": 1349.76, "word": " دي", "probability": 0.75390625}, {"start": 1349.76, "end": 1350.1, "word": " اكملا", "probability": 0.7644856770833334}, {"start": 1350.1, "end": 1350.24, "word": " في", "probability": 0.70166015625}, {"start": 1350.24, "end": 1350.62, "word": " الأول", "probability": 0.7435302734375}, {"start": 1350.62, "end": 1351.12, "word": " بون", "probability": 0.449951171875}, {"start": 1351.12, "end": 1351.5, "word": " تلاتة", "probability": 0.90576171875}, {"start": 1351.5, "end": 1351.86, "word": " سبعة", "probability": 0.8896484375}], "temperature": 1.0}, {"id": 47, "seek": 137967, "start": 1353.07, "end": 1379.67, "text": "فى دى لكن اذا هو rotating بس هو مرضه يعطي 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بيصير", "probability": 0.9510498046875}, {"start": 2152.14, "end": 2152.36, "word": " عندى", "probability": 0.6300048828125}, {"start": 2152.36, "end": 2152.7, "word": " KF", "probability": 0.98583984375}, {"start": 2152.7, "end": 2153.02, "word": " minus", "probability": 0.9892578125}, {"start": 2153.02, "end": 2153.34, "word": " واحد", "probability": 0.99609375}, {"start": 2153.34, "end": 2153.64, "word": " بيصير", "probability": 0.8978271484375}, {"start": 2153.64, "end": 2153.96, "word": " Q", "probability": 0.9609375}, {"start": 2153.96, "end": 2154.18, "word": " في", "probability": 0.951171875}, {"start": 2154.18, "end": 2154.58, "word": " KT", "probability": 0.9970703125}, {"start": 2154.58, "end": 2154.92, "word": " minus", "probability": 0.994140625}, {"start": 2154.92, "end": 2155.48, "word": " واحد", "probability": 0.99462890625}, {"start": 2155.48, "end": 2155.86, "word": " بعدين", "probability": 0.754638671875}, {"start": 2155.86, "end": 2156.06, "word": " جيل", 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..0aea4bc470db755ce5e43cb5e9f989eb78ff2e27
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/fsYo48WmqW0_raw.srt
@@ -0,0 +1,1648 @@
+1
+00:00:05,090 --> 00:00:07,430
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,430 --> 00:00:12,590
+وبركاته هنكمل همادة تصميم الألات واحد المحاضرة
+
+3
+00:00:12,590 --> 00:00:16,250
+الفاترة تكون نحكي عن ال modifying factors ل ال
+
+4
+00:00:16,250 --> 00:00:19,670
+endurance limit software حكينا عن surface finish
+
+5
+00:00:19,670 --> 00:00:26,370
+ال K A وحكينا عن ال size factor K B اليوم هنحكي عن
+
+6
+00:00:26,370 --> 00:00:34,930
+ال other factors K C K D و K Eال load factor Kc
+
+7
+00:00:34,930 --> 00:00:39,070
+احنا في ال standard fatigue specimen كنا نعرض ال
+
+8
+00:00:39,070 --> 00:00:43,550
+specimen ل loading .. bending completely reverse
+
+9
+00:00:43,550 --> 00:00:47,450
+bending يعني في الواقع ممكن يكون اشي تاني ممكن
+
+10
+00:00:47,450 --> 00:00:50,630
+يكون axle او bending او torsion او اي combination
+
+11
+00:00:50,630 --> 00:00:54,750
+بين الشغلات هذه لأن المعادلة اللي باينة امامك هي
+
+12
+00:00:54,750 --> 00:00:57,970
+Kc بالسواحه في bending لأنه أساسا ال standard
+
+13
+00:00:57,970 --> 00:01:01,590
+bendingفي حالة ال ice loading مستوى point تمانية
+
+14
+00:01:01,590 --> 00:01:07,270
+خمسة، في حالة ال torsion بتكون point five تسعة، في
+
+15
+00:01:07,270 --> 00:01:10,630
+حالة combination loading هندرسها لاحقا في ال
+
+16
+00:01:10,630 --> 00:01:12,990
+chapter كيف نحسبها
+
+17
+00:01:16,710 --> 00:01:20,750
+بالنسبة لل temperature factor KD ان عكسنا ال
+
+18
+00:01:20,750 --> 00:01:23,830
+tensile strength تتغير بتغير درجة الحرارة سواء
+
+19
+00:01:23,830 --> 00:01:27,310
+درجة الحرارة خفضت او رتفعت بيصير تغير في ال
+
+20
+00:01:27,310 --> 00:01:32,010
+tensile strength الان في عندي علاقة اللي هي ST على
+
+21
+00:01:32,010 --> 00:01:35,030
+SRT يعني strength at the desired temperature على
+
+22
+00:01:35,030 --> 00:01:38,310
+strength at room temperature في علاقة بال English
+
+23
+00:01:38,310 --> 00:01:42,210
+unit وفي علاقة بال .. بال metric units
+
+24
+00:01:45,100 --> 00:01:49,400
+طبعا هذه العلاقة applies لل steels في ال
+
+25
+00:01:49,400 --> 00:01:52,160
+temperature range بين عشرين درجة و خمسمية و خمسين
+
+26
+00:01:52,160 --> 00:01:58,680
+درجة بالحالة هذا ال K دي بيسوء ST على SRT تشوف
+
+27
+00:01:58,680 --> 00:02:04,560
+مثال عندي
+
+28
+00:02:04,560 --> 00:02:10,100
+ten thirty five steel ال
+
+29
+00:02:10,100 --> 00:02:10,620
+material
+
+30
+00:02:14,090 --> 00:02:23,190
+عشرة خمس تلاتين steel has a tensile strength of
+
+31
+00:02:23,190 --> 00:02:25,210
+seventy kilo pound per square inch
+
+32
+00:02:36,230 --> 00:02:41,190
+and is to be used for a part that sees 450 درجة في
+
+33
+00:02:41,190 --> 00:02:45,230
+هالانهاية in series هتستخدم في قطع ميكانيكية في
+
+34
+00:02:45,230 --> 00:02:48,810
+بيئة درجة حرارتها 450 درجة اللي هي ال temperature
+
+35
+00:02:48,810 --> 00:02:52,810
+بس
+
+36
+00:02:52,810 --> 00:02:56,450
+450 في
+
+37
+00:02:56,450 --> 00:03:00,970
+هالانهاية estimate
+
+38
+00:03:00,970 --> 00:03:02,910
+the temperature factor
+
+39
+00:03:07,190 --> 00:03:10,270
+if the room temperature endurance limit by the
+
+40
+00:03:10,270 --> 00:03:34,550
+test is الهي
+
+41
+00:03:34,550 --> 00:03:35,290
+SE prime
+
+42
+00:03:38,940 --> 00:03:44,860
+عند سبعين درجة
+
+43
+00:03:44,860 --> 00:03:50,140
+Fahrenheit بتساوي
+
+44
+00:03:50,140 --> 00:03:59,680
+تسعة وتلاتين square
+
+45
+00:03:59,680 --> 00:03:59,980
+inch
+
+46
+00:04:12,580 --> 00:04:17,880
+طيب احنا حكينا ال ST على
+
+47
+00:04:17,880 --> 00:04:27,480
+ال S room temperature ايش بتساوي سابون
+
+48
+00:04:27,480 --> 00:04:32,700
+تسعة تمانية زائد
+
+49
+00:04:32,700 --> 00:04:40,020
+تلاتة و نص عشرة أسالب أربعة
+
+50
+00:04:43,800 --> 00:04:49,100
+T F minus
+
+51
+00:04:49,100 --> 00:05:03,680
+ستة point تلاتة فعشرة سالف سبعة T F square يعني
+
+52
+00:05:03,680 --> 00:05:11,020
+هتكون تساوي point تسعة تمانية زائد
+
+53
+00:05:12,890 --> 00:05:17,230
+تلاتة و نص في
+
+54
+00:05:17,230 --> 00:05:25,150
+عشرة سالب اربعة في
+
+55
+00:05:25,150 --> 00:05:30,530
+التيابة اللي هي اربعمية و خمسين minus
+
+56
+00:05:30,530 --> 00:05:36,330
+six point تلاتة في عشرة سالب سبعة في اربعمية و
+
+57
+00:05:36,330 --> 00:05:39,330
+خمسين تربيع
+
+58
+00:05:49,620 --> 00:05:56,020
+اكام؟ واحد وان
+
+59
+00:05:56,020 --> 00:06:00,720
+زيرو واحد معناته
+
+60
+00:06:00,720 --> 00:06:06,980
+ال KD بتساوي
+
+61
+00:06:06,980 --> 00:06:10,420
+اللي
+
+62
+00:06:10,420 --> 00:06:12,560
+هي ST
+
+63
+00:06:14,640 --> 00:06:20,800
+على اسروم temperature اللي هي 1.01 و ال SE على فرض
+
+64
+00:06:20,800 --> 00:06:27,080
+انه بس اخد في اتبار ال temperature factor هتكون
+
+65
+00:06:27,080 --> 00:06:34,200
+سواء KD في ال SE prime يعني هتكون اللي هي عند 70
+
+66
+00:06:34,200 --> 00:06:41,940
+في هرنهايت هتكون اللي هي 1.01 في 39
+
+67
+00:06:50,840 --> 00:06:57,300
+أنا عندي ال SEP معروف عن درجة حرارة السبعين حالة
+
+68
+00:06:57,300 --> 00:07:04,240
+تانية only the tensile strength at room
+
+69
+00:07:04,240 --> 00:07:13,220
+temperature is known يعني tensile strength اللي
+
+70
+00:07:13,220 --> 00:07:16,520
+هي عنده temperature معروفة اللي هي سبعين kilo
+
+71
+00:07:16,520 --> 00:07:18,000
+pound per square inch
+
+72
+00:07:21,600 --> 00:07:26,640
+يعنى ممكن احلى احكى انه استخدم نفس العلاقة ST على
+
+73
+00:07:26,640 --> 00:07:31,120
+SRT بيستخدم واحد point واحد ومنها بعدها احكى ان ST
+
+74
+00:07:31,120 --> 00:07:37,480
+عند ال temperature هست one point واحد S room
+
+75
+00:07:37,480 --> 00:07:43,860
+temperature يعني هتكون واحد point واحد في سبعين
+
+76
+00:07:50,710 --> 00:07:56,550
+بعدين انا هتحكي SE عندي ال temperature بصورة و نص
+
+77
+00:07:56,550 --> 00:08:09,170
+ال ST أكم؟
+
+78
+00:08:09,170 --> 00:08:15,630
+أكم سبعين؟ فبصير خمس تلاتين؟
+
+79
+00:08:26,110 --> 00:08:30,390
+لأ لما عملت في الطريقة هادي باناتو ضمنت كأنه ال KD
+
+80
+00:08:30,390 --> 00:08:36,350
+واحد بس هي مضمونة مضمنة لأنه انا حاسب ال strength
+
+81
+00:08:36,350 --> 00:08:41,130
+عند درجة الحرارة المطلوبة و من حسب ال endurance
+
+82
+00:08:41,130 --> 00:08:44,790
+limit عند درجة الحرارة المطلوبة فهيكون كأنه حاطظ
+
+83
+00:08:44,790 --> 00:08:45,710
+ال KD واحد
+
+84
+00:08:55,680 --> 00:09:01,920
+ال library factor اللي هو ال KE احنا بنحكي على
+
+85
+00:09:01,920 --> 00:09:07,020
+library للبيانات اللي استخدمناها عشان يوجد علاقة
+
+86
+00:09:07,020 --> 00:09:11,640
+بين ال SE prime و ال tensile strength اذا فاكرين
+
+87
+00:09:11,640 --> 00:09:18,320
+ال curve هذا احنا
+
+88
+00:09:18,320 --> 00:09:23,690
+عملنا curve fitال care fit لنعمل على أساس أنه
+
+89
+00:09:23,690 --> 00:09:27,650
+خمسين في المية .. يعني الجهة أندا في النص بالظبط
+
+90
+00:09:27,650 --> 00:09:30,810
+خمسين في المية .. above خمسين في المية اياش below
+
+91
+00:09:30,810 --> 00:09:36,270
+يعني كانت ال liberty عندي fifty percent if ال
+
+92
+00:09:36,270 --> 00:09:43,890
+liberty اختلفت عن اللي هو خمسين
+
+93
+00:09:43,890 --> 00:09:47,990
+في المية ماعنطيه لازم اعمل اياش modification
+
+94
+00:09:49,950 --> 00:09:52,110
+عند ال reliability اللي هي خمسين في المية بتكون
+
+95
+00:09:52,110 --> 00:09:57,550
+عندى ال relative factor اللي هي واحد تسعين في
+
+96
+00:09:57,550 --> 00:10:01,170
+المية تابل ست أربع واطنية بتكون سواء بون تمانية
+
+97
+00:10:01,170 --> 00:10:09,230
+تسعة سبعة وها كذا فإذا بدى نشهد other than fifty
+
+98
+00:10:09,230 --> 00:10:12,450
+percent reliability فلازم أخفي الاحتساب اللي هو
+
+99
+00:10:12,450 --> 00:10:13,990
+تغير ال reliability لل data
+
+100
+00:10:18,910 --> 00:10:26,290
+طيب في اللي هي other effects في
+
+101
+00:10:26,290 --> 00:10:31,630
+شغلات تانية ممكن أخد في الحسبان زي عندي مثلا ال
+
+102
+00:10:31,630 --> 00:10:36,610
+residual stresses في عندي إجهادات مختزنة مثلا
+
+103
+00:10:36,610 --> 00:10:40,750
+نتيجة بعض عملية التصنيع ممكن أعمل عملية الحام في
+
+104
+00:10:40,750 --> 00:10:47,670
+قطعيعني محشورة constraint و ممكن تصير فيها إجهدات
+
+105
+00:10:47,670 --> 00:10:54,790
+مختزنة أو خلال عملية تصنيع مثلا أنا عملت عليها بعض
+
+106
+00:10:54,790 --> 00:10:59,810
+عمليات التشكيلبعد ما تشكيل بت .. بت .. بتصير مخزن
+
+107
+00:10:59,810 --> 00:11:02,770
+فيه stresses يعني لو قد ناشي بيضال فيه stresses
+
+108
+00:11:02,770 --> 00:11:08,130
+مخزن هذا بيسمي ال residual stresses هذا بتأثر هذا
+
+109
+00:11:08,130 --> 00:11:11,450
+في عندي direction characteristics from cold
+
+110
+00:11:11,450 --> 00:11:24,610
+working لو أنا جبت مثلا metal وعملت له forming by
+
+111
+00:11:24,610 --> 00:11:25,010
+rolling
+
+112
+00:11:31,370 --> 00:11:37,010
+بيصير استطالة بهذا الاتجاه، أظهر، مع أن الخصاص
+
+113
+00:11:37,010 --> 00:11:40,910
+الميكانيكي في الاتجاه الطولي، هتختلف عن الخصاص
+
+114
+00:11:40,910 --> 00:11:45,310
+الميكانيكي في الاتجاه المستعرضفبتبطل خصائص
+
+115
+00:11:45,310 --> 00:11:50,810
+ميكانيكية متجانسة ورا المكان يعني هذا برضه احد
+
+116
+00:11:50,810 --> 00:11:55,030
+اللي عندى ال case hardening ممكن اعمل انا تقسية
+
+117
+00:11:55,030 --> 00:12:03,290
+سطحية بطرق حرارية او طرق ميكانيكية او طرق كيميائية
+
+118
+00:12:03,290 --> 00:12:09,010
+او مجتمع طرق حرارية ممكن اعمل معالجة حرارية سطحية
+
+119
+00:12:12,930 --> 00:12:18,430
+فهذا بالحرارة في طرق ميكانيكية ممكن اعمل shot
+
+120
+00:12:18,430 --> 00:12:21,430
+peening مثلا اعمل قذف للسطح احط فيه stresses
+
+121
+00:12:21,430 --> 00:12:25,050
+compressive stress هذا ميكانيكية او ممكن اعمله
+
+122
+00:12:25,050 --> 00:12:32,310
+plating احطله على طبقة chrome او طبقة اللي هو zinc
+
+123
+00:12:32,310 --> 00:12:35,850
+فال
+
+124
+00:12:35,850 --> 00:12:38,770
+case hardening برضه هو بيغير الخواص فعندى السطح
+
+125
+00:12:38,770 --> 00:12:43,190
+الخارجي الخواص مختلفة عن جواعندي .. ممكن تكون عندي
+
+126
+00:12:43,190 --> 00:12:47,170
+الكوروجين انه يصير .. الكوروجين يصير تآكل صدا
+
+127
+00:12:47,170 --> 00:12:52,430
+بيعتمد حسب القطع اللي هي البيئة الموجودة فيها ممكن
+
+128
+00:12:52,430 --> 00:12:56,090
+تكون موجودة فيه بيئة بحر الكوروجين فيها يعني بيئة
+
+129
+00:12:56,090 --> 00:13:00,790
+بحرية او بيئة كيميائية او بيئة فيها إشعاعات اللي
+
+130
+00:13:00,790 --> 00:13:06,930
+عالش إشعاعات طبعا بتخرب كتير اللي في عندي ال
+
+131
+00:13:06,930 --> 00:13:08,310
+surface
+
+132
+00:13:10,440 --> 00:13:16,980
+conditioning يعني مفتوح هذا المصطلح أنه ممكن أفهم
+
+133
+00:13:16,980 --> 00:13:19,320
+بأكثر طريقة service condition ممكن أعمل service
+
+134
+00:13:19,320 --> 00:13:22,320
+بشكل معين مثلا ممكن أعمل service خشن عشان ال
+
+135
+00:13:22,320 --> 00:13:27,240
+handling تخشينله فبغير ال .. يعني دراسة ال stress
+
+136
+00:13:27,240 --> 00:13:33,620
+concentrations بتكون مختلفة لإنه إشي يعني مش واضح
+
+137
+00:13:33,620 --> 00:13:41,710
+معاك عندك طبعا في الحالات هذه البيانات بتكونمحدودة
+
+138
+00:13:41,710 --> 00:13:45,830
+يا إما بعمل research بعمل modification للخواص طبق
+
+139
+00:13:45,830 --> 00:13:49,350
+للحاجة إذا عندى القدرة و إذا عندى مثلا فى القطعة
+
+140
+00:13:49,350 --> 00:13:53,170
+دى بحتج كميات غزيرة جدا محرزة أعمل research عليها
+
+141
+00:13:53,170 --> 00:14:02,010
+أو ما ي .. ممكن تعتمد على تقدير المصممحط مثلا KF
+
+142
+00:14:02,010 --> 00:14:06,070
+modifying factor مثلا تمام من عشرة تسعة من عشرة
+
+143
+00:14:06,070 --> 00:14:10,110
+سبعة من عشرة تعتمد على تقدير المصمم التقدير بتاعه
+
+144
+00:14:10,110 --> 00:14:17,370
+يعتمد على الخبرة بتاعته نشوف
+
+145
+00:14:17,370 --> 00:14:17,850
+مثال
+
+146
+00:14:34,120 --> 00:14:41,600
+عندي a ten eighty hot rolled steel material دي
+
+147
+00:14:41,600 --> 00:14:50,860
+عشرة تمانين hot rolled steel
+
+148
+00:14:50,860 --> 00:14:55,240
+bar
+
+149
+00:14:55,240 --> 00:14:58,940
+has been machined بتقدر ممكن احنا عملنا له
+
+150
+00:14:58,940 --> 00:14:59,440
+machining
+
+151
+00:15:06,000 --> 00:15:15,820
+to a diameter القطر واحد انش it
+
+152
+00:15:15,820 --> 00:15:19,680
+is to be placed in reversed axial loading of
+
+153
+00:15:19,680 --> 00:15:24,700
+seventy thousand cycles ده عمله reversed axial
+
+154
+00:15:24,700 --> 00:15:31,720
+loading reverse axial
+
+155
+00:15:31,720 --> 00:15:34,180
+loading
+
+156
+00:15:43,020 --> 00:15:56,140
+هعمل reverse axle loading up to failure طبعا
+
+157
+00:15:56,140 --> 00:16:01,380
+ال reverse axeling صار في بيئة الحرارة بتاعتها 652
+
+158
+00:16:01,380 --> 00:16:01,760
+temperature
+
+159
+00:16:12,660 --> 00:16:19,980
+Using ASTM Minimum Properties and Reliability for
+
+160
+00:16:19,980 --> 00:16:24,260
+the Neuros Limit Estimate of 99% يعني Reliability
+
+161
+00:16:24,260 --> 00:16:29,100
+99
+
+162
+00:16:29,100 --> 00:16:30,120
+%
+
+163
+00:16:35,570 --> 00:16:38,410
+estimate the endurance limit and fatigue strength
+
+164
+00:16:38,410 --> 00:16:47,370
+at 70,000 cycle يعني بده نفس بال SE و
+
+165
+00:16:47,370 --> 00:16:55,150
+ال strength عشان تعيش 70,000 cycle طبعا ال SE ايش
+
+166
+00:16:55,150 --> 00:16:58,730
+بتساوي KA
+
+167
+00:16:58,730 --> 00:17:01,110
+KP
+
+168
+00:17:03,790 --> 00:17:16,690
+KC KD KA SE' صح ال SE' شو يستوي حسب
+
+169
+00:17:16,690 --> 00:17:22,010
+نص ال SUT إذا كانت أقل من 200 كيلو pound per
+
+170
+00:17:22,010 --> 00:17:26,450
+square inch أو مية إذا كانت أكبر صح معناته لازم
+
+171
+00:17:26,450 --> 00:17:27,310
+على فرض
+
+172
+00:17:32,830 --> 00:17:37,630
+ال اس يو تي مار هجيبها من
+
+173
+00:17:37,630 --> 00:17:42,110
+ال tables هو معطينا ال material عشرة تمانين petrol
+
+174
+00:17:42,110 --> 00:17:45,890
+and steel يعني
+
+175
+00:17:45,890 --> 00:17:47,050
+خلنا نفتح ال table
+
+176
+00:18:22,530 --> 00:18:32,770
+تاب ال A20 لأنه ألف و تمانين hot rolled steel ten
+
+177
+00:18:32,770 --> 00:18:38,610
+style strength مية و اتناشر مية
+
+178
+00:18:38,610 --> 00:18:44,610
+و اتناشر kilo pound per square inch مية
+
+179
+00:18:44,610 --> 00:18:45,250
+و اتناشر
+
+180
+00:18:52,450 --> 00:19:02,690
+الوتيابة الـ A20 هنا تلقاس A' هتساوي
+
+181
+00:19:02,690 --> 00:19:09,970
+نص في مية و اتناش هيكون
+
+182
+00:19:09,970 --> 00:19:13,730
+ستة خمسين KPSI
+
+183
+00:19:19,880 --> 00:19:28,940
+الـ K A Surface Finish Factor صح؟
+
+184
+00:19:28,940 --> 00:19:43,040
+انه
+
+185
+00:19:43,040 --> 00:19:44,000
+Machined
+
+186
+00:19:46,160 --> 00:19:50,140
+معناته ال A هتكون ساوة اتنين وال B minus point two
+
+187
+00:19:50,140 --> 00:20:02,380
+one seven صح ال K A بالساوة
+
+188
+00:20:02,380 --> 00:20:12,220
+A S U T plus B و A بالساوة اتنين
+
+189
+00:20:19,510 --> 00:20:26,870
+KPSI B-0
+
+190
+00:20:26,870 --> 00:20:36,810
+.217 يعني هتكون هتساوى اتنين في ال SUT 112 أُس
+
+191
+00:20:36,810 --> 00:20:39,370
+minus point 217
+
+192
+00:20:51,770 --> 00:20:56,830
+هذه KL هو ال load factor
+
+193
+00:20:56,830 --> 00:21:03,490
+كم؟
+
+194
+00:21:03,490 --> 00:21:06,790
+هذي
+
+195
+00:21:06,790 --> 00:21:08,910
+ال table ست اتنين
+
+196
+00:21:24,490 --> 00:21:30,810
+ال Kb اللي
+
+197
+00:21:30,810 --> 00:21:41,390
+هو ال size factor هو معطيني القطر واحد انش اه
+
+198
+00:21:41,390 --> 00:21:47,890
+الان هو معطيني rotating ولا non-rotating
+
+199
+00:22:09,540 --> 00:22:15,940
+هو مش حاجة هل هو rotating ولا .. مش في دور خيار
+
+200
+00:22:15,940 --> 00:22:18,900
+اعتبره rotating يعني اذا مش rotating بيختلف الاشي
+
+201
+00:22:18,900 --> 00:22:28,520
+على فرض ان rotating اذا
+
+202
+00:22:28,520 --> 00:22:31,500
+كان الاتجاه المدحسب دي اكملا في الأول بون تلاتة
+
+203
+00:22:31,500 --> 00:22:42,790
+سبعةفى دى لكن اذا هو rotating بس
+
+204
+00:22:42,790 --> 00:22:46,490
+هو مرضه يعطي المعلومة for axial loading there is
+
+205
+00:22:46,490 --> 00:22:53,690
+no size effect كب بساوة
+
+206
+00:22:53,690 --> 00:22:59,670
+واحد لأنه اندي اكسل loading
+
+207
+00:23:11,170 --> 00:23:16,990
+الـ Kc بتساوي
+
+208
+00:23:16,990 --> 00:23:31,330
+point تمانية خمسة for axial loading ال
+
+209
+00:23:31,330 --> 00:23:36,250
+K دي ال temperature ال
+
+210
+00:23:36,250 --> 00:23:36,710
+K دي
+
+211
+00:23:40,110 --> 00:23:46,350
+بتكون point ساعة تمانية زائد
+
+212
+00:23:46,350 --> 00:23:57,570
+تلاتة و نص في عشر أقل سالب أربعة TF minus ستة
+
+213
+00:23:57,570 --> 00:24:03,250
+point تلاتة في عشر أقل سالب سبعة TF
+
+214
+00:24:04,890 --> 00:24:10,870
+تربيع يعني هكون point تسعة تمانية زائد تلاتة و نص
+
+215
+00:24:10,870 --> 00:24:18,330
+في عشر أسالف أربع في ستمائية و خمسين minus ستة
+
+216
+00:24:18,330 --> 00:24:23,290
+point تلاتة في عشر أسالف سبع في ستمائية و خمسين
+
+217
+00:24:23,290 --> 00:24:34,260
+تربيع point تسعة أربع واحد point تسعة أربع واحدلأن
+
+218
+00:24:34,260 --> 00:24:35,620
+عندي تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+219
+00:24:35,620 --> 00:24:36,000
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+220
+00:24:36,000 --> 00:24:43,060
+تسعة و تسعة و تسعة
+
+221
+00:24:43,060 --> 00:24:45,100
+و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+222
+00:24:45,100 --> 00:24:48,060
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+223
+00:24:48,060 --> 00:24:48,060
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+224
+00:24:48,060 --> 00:24:48,460
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+225
+00:24:48,460 --> 00:24:49,120
+تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و تسعة و
+
+226
+00:24:49,120 --> 00:25:01,840
+تسعة و تسعة و تسعة و تسعة و
+
+227
+00:25:03,210 --> 00:25:09,870
+ك ايه اللي هو point سبعة واحد تمانية في كي بي اللي
+
+228
+00:25:09,870 --> 00:25:16,430
+هي واحد في ال كي سي point تمانية خمسة في ال كي دي
+
+229
+00:25:16,430 --> 00:25:22,230
+point تسعة اربعة واحد في ال كي اي point تمانية
+
+230
+00:25:22,230 --> 00:25:28,510
+واحد اربعة في ال اس اي prime ستة خمسين
+
+231
+00:25:46,290 --> 00:26:00,250
+طيب ال sf نحكي هنا هذه
+
+232
+00:26:00,250 --> 00:26:07,740
+عشر عقل ثلاثة عزيزي اشعشرة و ستين ال curve ال sf
+
+233
+00:26:07,740 --> 00:26:19,780
+سواء a ان قص بي صح؟ ال sf سواء a في ان قص بي
+
+234
+00:26:36,260 --> 00:26:43,160
+ال A ايش مستوى؟
+
+235
+00:26:43,160 --> 00:26:53,580
+F S U T الكل تربيع على
+
+236
+00:26:53,580 --> 00:27:01,060
+S E ال
+
+237
+00:27:01,060 --> 00:27:04,100
+S U T معروفة هنا و ال S E معروفة مطلوب نعرف إيهاش
+
+238
+00:27:05,570 --> 00:27:12,650
+ال F ال
+
+239
+00:27:12,650 --> 00:27:19,150
+F شو يساوي؟ ال F بيساوي
+
+240
+00:27:19,150 --> 00:27:25,130
+اللي هي واحد point O ستة minus
+
+241
+00:27:25,130 --> 00:27:34,430
+نين point تمانية عشرة أسار بتلاتة في ال SUT
+
+242
+00:27:37,020 --> 00:27:48,860
+زائد ستة point تسعة عشر السالب ستة في ال SET تربيع
+
+243
+00:27:51,250 --> 00:27:55,830
+يعني هتكون واحد point او ستة minus اتنين point
+
+244
+00:27:55,830 --> 00:28:05,510
+تمانية في عشرة أسالب تلاتة في مية و اتناش زاد ستة
+
+245
+00:28:05,510 --> 00:28:12,930
+point تسعة في عشرة أسالب ستة في مية و اتناش تربيع
+
+246
+00:28:29,790 --> 00:28:34,190
+بونت تمانية تلاتة
+
+247
+00:28:34,190 --> 00:28:40,010
+تلاتة يعني هنا ال A هتكون اكم
+
+248
+00:28:40,010 --> 00:28:44,250
+ال
+
+249
+00:28:44,250 --> 00:28:48,070
+A
+
+250
+00:28:48,070 --> 00:28:55,180
+هتكون تستخدم بونت تمانيةتلاتة تلاتة في مية و اتناش
+
+251
+00:28:55,180 --> 00:29:00,340
+الكل تربيع على الأسئلة حسبناها اللي هي ستة عشرين
+
+252
+00:29:00,340 --> 00:29:13,140
+point اتنين ال
+
+253
+00:29:13,140 --> 00:29:17,700
+B بتساوي
+
+254
+00:29:24,500 --> 00:29:29,140
+ناقص تلت ال
+
+255
+00:29:29,140 --> 00:29:33,000
+log ال
+
+256
+00:29:33,000 --> 00:29:40,520
+F S U T على S A يعنى
+
+257
+00:29:40,520 --> 00:29:49,840
+هتكون تسة أوى minus تلت ال log ال point تمانية
+
+258
+00:29:51,520 --> 00:30:00,060
+تلاتة تلاتة في مية و اتناش على ستة و عشرين وانت
+
+259
+00:30:00,060 --> 00:30:06,140
+اتنين اكم
+
+260
+00:30:06,140 --> 00:30:16,300
+ال A طلعت اكم و ال
+
+261
+00:30:16,300 --> 00:30:16,580
+B
+
+262
+00:30:36,610 --> 00:30:43,290
+minus point واحد تمانية اربعة يعني عندي الاسف
+
+263
+00:30:43,290 --> 00:30:50,870
+هتكون a اللي هي تلاتمية و اتنين و تلاتين point
+
+264
+00:30:50,870 --> 00:30:59,970
+اتنين في ال n اللي هي سبعين الف اص
+
+265
+00:30:59,970 --> 00:31:04,570
+بي اللي هي minus point واحد تمانية اربعة
+
+266
+00:31:23,610 --> 00:31:31,990
+42 يعني اذا كان ال alternating load 42.7 القطعة
+
+267
+00:31:31,990 --> 00:31:36,090
+بتعيش سبعين الف cycle توقع
+
+268
+00:31:50,530 --> 00:31:58,610
+في سؤال؟ طيب
+
+269
+00:32:27,340 --> 00:32:30,440
+نحكي عن ال stress concentration و ال notch
+
+270
+00:32:30,440 --> 00:32:35,960
+sensitivity في حالة الفتيق loading طبعا إذا في
+
+271
+00:32:35,960 --> 00:32:39,560
+عندى notch أو تغير في ال cross section أو ثقب أو
+
+272
+00:32:39,560 --> 00:32:42,900
+fillet أي تغير في cross section بيعمللي stress
+
+273
+00:32:42,900 --> 00:32:47,320
+concentration عشان نحسب الفتيق stress
+
+274
+00:32:47,320 --> 00:32:53,420
+concentration factor في علاقة طبعا
+
+275
+00:32:55,930 --> 00:33:00,130
+في material بتكون حساسة notches sensitive وفي
+
+276
+00:33:00,130 --> 00:33:04,070
+material بتكون not notches sensitive اتوقع ال
+
+277
+00:33:04,070 --> 00:33:08,290
+material تكون كل ما كانت اكثر قصاوة بتكون اكتر
+
+278
+00:33:08,290 --> 00:33:13,510
+حساسية لل notches المواد ال ductile كتير بتكونش
+
+279
+00:33:13,510 --> 00:33:18,370
+حساسة لل notches او حسيتها بتكون قليلة ففي
+
+280
+00:33:18,370 --> 00:33:20,290
+relation بين ال notches sensitive اللي هي Q
+
+281
+00:33:20,290 --> 00:33:26,250
+بالساويةKF-1 على KT-1 اللي هو ال Q اللي هي Notch
+
+282
+00:33:26,250 --> 00:33:32,810
+sensitivity تتغير من 0 not not notch sensitive to
+
+283
+00:33:32,810 --> 00:33:37,690
+1 fully sensitive ف ال notch sensitivity كيف
+
+284
+00:33:37,690 --> 00:33:40,210
+بيساوي اللي هو ال fatigue stress concentration
+
+285
+00:33:40,210 --> 00:33:43,250
+factor ناقص واحد على ال geometric stress
+
+286
+00:33:43,250 --> 00:33:46,450
+concentration factor ناقص واحد ال KT اللي بنجيه من
+
+287
+00:33:46,450 --> 00:33:52,510
+ال table زي ال table A 15 هذا في حالة ال bendingفي
+
+288
+00:33:52,510 --> 00:33:55,750
+حالة عندى shear بيكون ال notch sensitive in shear
+
+289
+00:33:55,750 --> 00:34:02,130
+بيستوى Kf in shear minus واحد على Kts minus واحد
+
+290
+00:34:02,130 --> 00:34:04,530
+في حالة كانت ال Q صفر
+
+291
+00:34:07,290 --> 00:34:12,030
+بتكون ال KF شو يستوي؟ واحد طلع المعادلة بحط Q
+
+292
+00:34:12,030 --> 00:34:17,550
+بستوي صفر بيصير ال Q ال KF بيستوي واحد في حالة
+
+293
+00:34:17,550 --> 00:34:22,030
+كمان انت ممكن ترى fully notch sensitive يعني ال Q
+
+294
+00:34:22,030 --> 00:34:26,030
+واحد بتكون ال KF بيستوي الكاتي
+
+295
+00:34:30,860 --> 00:34:37,280
+هن معطينا في الكتاب figure 626 في حالة .. ال notch
+
+296
+00:34:37,280 --> 00:34:42,500
+sensors دي في حالة reversed bending loading او
+
+297
+00:34:42,500 --> 00:34:47,980
+reversed axial loading هن طبعا معطي ال notch
+
+298
+00:34:47,980 --> 00:34:54,820
+radius هن بالانش هن ال notch radius بالmillimeter
+
+299
+00:34:54,820 --> 00:34:57,240
+يعني اذا عندك .. يعني انا بشتغل ال curve على
+
+300
+00:34:57,240 --> 00:35:01,510
+English and metric unitsهو على ال y axis اللي هو
+
+301
+00:35:01,510 --> 00:35:04,950
+ال q ال notches في دي هي المعطينة ل different
+
+302
+00:35:04,950 --> 00:35:11,370
+steels وهذا ال curve ل الألمانيوم ألمانيوم سباكي
+
+303
+00:35:11,370 --> 00:35:16,870
+الألمانيوم طبعا كل ما بزيد ال strength بتاعة ال
+
+304
+00:35:16,870 --> 00:35:23,030
+steelلحظة ده نفس ال notch كل ما تزيد ال Q يعني كل
+
+305
+00:35:23,030 --> 00:35:28,370
+ما تصبح حساس اكتر لل notches ال Q بالزيد قبل متها،
+
+306
+00:35:28,370 --> 00:35:32,070
+هين عند ال strength هين خمسين kilo pound أو kilo
+
+307
+00:35:32,070 --> 00:35:35,210
+pound per square inch، هين مية، هين مية و خمسين،
+
+308
+00:35:35,210 --> 00:35:39,680
+هين متين و احد كذافبزيد ال strength بزيد ال notch
+
+309
+00:35:39,680 --> 00:35:44,200
+sensitivity و منها بحسب اللي هو KF بيصير واحد زاد
+
+310
+00:35:44,200 --> 00:35:50,140
+Q في KT minus K واحد اللي هي من هذه المعادلة بقعد
+
+311
+00:35:50,140 --> 00:35:53,340
+بالطرفين في KT minus واحد بيصير عندى KF minus واحد
+
+312
+00:35:53,340 --> 00:35:56,620
+بيصير Q في KT minus واحد بعدين جيل واحد ع الجهة
+
+313
+00:35:56,620 --> 00:36:02,180
+التانيةفبصير عندك ال KF بالساوية واحد زي ال Q في
+
+314
+00:36:02,180 --> 00:36:06,620
+KT minus واحد هذا طبعا ال curve في حالة reversed
+
+315
+00:36:06,620 --> 00:36:12,020
+bending او reversed axial loading في حالة reversed
+
+316
+00:36:12,020 --> 00:36:18,040
+torsional loading هي curve تانية طبعا نفس ال curve
+
+317
+00:36:18,040 --> 00:36:21,360
+عنده هنا notch radius
+
+318
+00:36:30,610 --> 00:36:34,630
+عندي هنا ال notch radius بال English units او ال
+
+319
+00:36:34,630 --> 00:36:37,910
+notch radius بال metric units و هنا عندي ال torch
+
+320
+00:36:37,910 --> 00:36:43,430
+ده ال notch sensitivity و هي المعطيلة ال 10 side
+
+321
+00:36:43,430 --> 00:36:46,310
+strings هدى ل ال steels هدى ل ال aluminum و ال KFS
+
+322
+00:36:46,310 --> 00:36:49,810
+بسوة واحد زاد KUS في KTS minus واحد
+
+323
+00:36:57,120 --> 00:37:01,600
+أو ممكن استخدم الكيرفات equations ان هدول الكيرفات
+
+324
+00:37:01,600 --> 00:37:08,600
+او هذه اعملها كيرفات انا عندي هذه الكيرفات من ون
+
+325
+00:37:08,600 --> 00:37:11,220
+جوا في بيانات وعملوا plotting ما زال بيانات موجودة
+
+326
+00:37:11,220 --> 00:37:23,540
+ممكن اعملاش كيرفات طيب
+
+327
+00:37:27,140 --> 00:37:32,520
+using curve فتح بحسب ال Q بيستوى
+
+328
+00:37:32,520 --> 00:37:36,880
+واحد على واحد جزر جزر تربية لل A على جزر ال R ال R
+
+329
+00:37:36,880 --> 00:37:45,080
+اللي هي Notch Radius Notch Radius الآن الجزر A هذا
+
+330
+00:37:45,080 --> 00:37:50,200
+parameter some parameter فيله معادلة في حالة ال
+
+331
+00:37:50,200 --> 00:37:54,120
+bending او axial loading اللي هي reverse bending
+
+332
+00:37:54,120 --> 00:37:58,650
+او axial loadingأنا أحكيها إنها reversed
+
+333
+00:38:27,280 --> 00:38:50,320
+و هنا برضه reversed طيب
+
+334
+00:38:51,520 --> 00:38:54,880
+طب المعادلة يعني نفس المعادلة دول بس واحدة في ال
+
+335
+00:38:54,880 --> 00:39:01,400
+English units و واحدة فيهاش metric units هنا الجزر
+
+336
+00:39:01,400 --> 00:39:04,220
+A في حالة ال torsion واحدة في ال English units و
+
+337
+00:39:04,220 --> 00:39:08,620
+واحدة في ال metric units يعني أما بستخدم معادلة
+
+338
+00:39:08,620 --> 00:39:15,300
+هذه معادلة هذه معادلة أو هذه معادلة أو بستخدم هيش
+
+339
+00:39:16,860 --> 00:39:21,060
+ال curve دلوقت بستخدم ال curve ستة و عشرين وال
+
+340
+00:39:21,060 --> 00:39:30,020
+curve سبعة و عشرين أو المعادلات هذه في
+
+341
+00:39:30,020 --> 00:39:35,620
+حالة ال cast iron ال cast iron أساسا هو ملان جوا
+
+342
+00:39:35,620 --> 00:39:41,760
+notches فيه .. فيه كتير notches وبالتالي
+
+343
+00:39:41,760 --> 00:39:45,380
+لما بيعملوا فحص لل cast iron part already included
+
+344
+00:39:46,630 --> 00:39:51,190
+الـ notch فيه لأن الـ notch مليان نوتشز والتالي أي
+
+345
+00:39:51,190 --> 00:39:57,490
+نوتشز إضافية مش هتغير الواقع كتير يعني يفضل او
+
+346
+00:39:57,490 --> 00:40:02,110
+يوصى ان نستخدم aqueous soap one two for all cast
+
+347
+00:40:02,110 --> 00:40:05,310
+irons نستخدم aqueous soap one two for cast irons
+
+348
+00:40:05,310 --> 00:40:10,250
+حديد الساكن نشوف
+
+349
+00:40:10,250 --> 00:40:10,750
+مثال
+
+350
+00:40:14,960 --> 00:40:19,020
+أستيل شافت في الـ bending لديه قوة أعظم من 690
+
+351
+00:40:19,020 --> 00:40:26,380
+ميجا باسكال لدي شافت مصنوع من الستيل ال SUT بتاعته
+
+352
+00:40:26,380 --> 00:40:39,960
+690 ميجا باسكال ال SUT 690
+
+353
+00:40:39,960 --> 00:40:42,100
+ميجا
+
+354
+00:40:45,530 --> 00:40:48,850
+Pascal and a shoulder with a filled radius of
+
+355
+00:40:48,850 --> 00:40:53,330
+three millimeters connecting a 32 millimeter with
+
+356
+00:40:53,330 --> 00:41:07,610
+a 38 millimeter diameter عندي حد
+
+357
+00:41:07,610 --> 00:41:08,530
+اتنين تلاتين ميلي
+
+358
+00:41:13,520 --> 00:41:26,000
+و هذه تبعين تلاتين من ليه؟ وهذه
+
+359
+00:41:26,000 --> 00:41:30,120
+ر
+
+360
+00:41:30,120 --> 00:41:32,940
+تلاتة
+
+361
+00:41:43,440 --> 00:41:52,900
+هو الحالة اللي عندى هو في حالة reversed binding
+
+362
+00:41:52,900 --> 00:41:59,000
+reverse
+
+363
+00:41:59,000 --> 00:42:08,120
+binding دول كف الكف في الساوية واحد
+
+364
+00:42:08,120 --> 00:42:12,180
+زاد كيو في كتي
+
+365
+00:42:21,140 --> 00:42:28,520
+-1 معناته بدي احصل شطال ال KTE ال KTE هروح على
+
+366
+00:42:28,520 --> 00:42:34,420
+الجداول هزنت ايه خمستاشر
+
+367
+00:43:05,090 --> 00:43:18,150
+هذا صحيح احنا هيكون A خمستاش تسعة عند
+
+368
+00:43:18,150 --> 00:43:31,090
+ال R ال R على D عند ال Rال دي small هي أكم 32 و ال
+
+369
+00:43:31,090 --> 00:43:37,770
+R هي تلاتة و
+
+370
+00:43:37,770 --> 00:43:42,790
+دي capital انا
+
+371
+00:43:42,790 --> 00:43:53,530
+اتقر على دي تلاتة على 32 ستكون point one something
+
+372
+00:43:53,530 --> 00:43:54,610
+صح point zero
+
+373
+00:43:58,100 --> 00:44:09,500
+one zero تسعة تلاتة و ال .. دي capital على دي اللي
+
+374
+00:44:09,500 --> 00:44:14,260
+هتكون اللي هو تمانية و تلاتين على اتنين و تلاتين
+
+375
+00:44:14,260 --> 00:44:20,920
+كام؟
+
+376
+00:44:20,920 --> 00:44:24,500
+واحد
+
+377
+00:44:24,500 --> 00:44:25,600
+تمانية سبعة
+
+378
+00:44:30,980 --> 00:44:36,880
+طيب معناته انا عندي هنا هتكون تقريبا هنا على الخط
+
+379
+00:44:36,880 --> 00:44:41,300
+هذا صح؟ مظبوط؟
+
+380
+00:44:41,300 --> 00:44:47,940
+و احنا بنحكي واحد point واحد تمانية سبعة عندي هذه
+
+381
+00:44:47,940 --> 00:44:54,720
+واحد point واحد و هذه واحد point خاصة يعني أنا جاي
+
+382
+00:44:54,720 --> 00:44:59,600
+بين التلين هدول يعني تقريبا ال KT هتكون في المنطقة
+
+383
+00:44:59,600 --> 00:45:05,160
+هذهيعني هذه one point six one point سبعة خمسة
+
+384
+00:45:05,160 --> 00:45:11,560
+تقريبا واحد point سبعة خمسة احنا
+
+385
+00:45:11,560 --> 00:45:18,820
+هنا احنا وين؟ احنا على الخط هذا احنا بين هذا و هذا
+
+386
+00:45:18,820 --> 00:45:25,540
+صح؟ يعني عند هنا واحد point ستة واحد point ستة
+
+387
+00:45:25,540 --> 00:45:28,600
+اتنين واحد point ستة اتنين يعني هتكون ال KTE
+
+388
+00:45:33,360 --> 00:45:44,720
+واحد point ست اتنين اله اخمستاش تسعة قعد
+
+389
+00:45:44,720 --> 00:45:48,520
+الكاتين ال Q
+
+390
+00:45:57,560 --> 00:46:02,500
+احنا bending يعني هتكون شكل ستة ستة عشرين ال notch
+
+391
+00:46:02,500 --> 00:46:08,760
+عندى تلتة مليمتر صح هاي تلتة مليمتر و ال strength
+
+392
+00:46:08,760 --> 00:46:16,920
+أكمل ستمية و خمسين يعني bond ستة تسعة يعني احنا
+
+393
+00:46:16,920 --> 00:46:20,800
+جاين هنا يعني
+
+394
+00:46:20,800 --> 00:46:29,080
+هتكون تقريبا bond سبعة يعني بنحكي bond تمانيةهتكون
+
+395
+00:46:29,080 --> 00:46:35,600
+تحت شوية point ..لحظة
+
+396
+00:46:35,600 --> 00:46:39,500
+لأ بينهم point تسعة عادي point تسعة و نص جاية
+
+397
+00:46:39,500 --> 00:46:45,300
+point تمانية اربعة مثلا تقريبا point تمانية اربعة
+
+398
+00:46:45,300 --> 00:46:49,320
+ال Q point
+
+399
+00:46:49,320 --> 00:46:59,050
+تمانية اربعة اللي هو figure ستة ستة عشرينيعني
+
+400
+00:46:59,050 --> 00:47:09,490
+هتكون ال KF الساوية واحد زاد point تمانية أربعة في
+
+401
+00:47:09,490 --> 00:47:20,250
+KT اللي هي واحد point ستة اتنين ناقص واحد واحد
+
+402
+00:47:20,250 --> 00:47:23,670
+point خمس اتنين
+
+403
+00:47:27,170 --> 00:47:35,650
+أو ممكن أستخدم المعادلات استخدم
+
+404
+00:47:35,650 --> 00:47:41,310
+المعادلة اللي هي المعادلة التانية هذه جزر ال a
+
+405
+00:47:41,310 --> 00:47:46,050
+بالساعة واحد بون اتنين اربع minus منها بحسب جزر ال
+
+406
+00:47:46,050 --> 00:47:53,250
+a بعدين بحسب ال q و بعدين بقعد في المعادلةبس عادة
+
+407
+00:47:53,250 --> 00:47:56,710
+ال fatigue loading تخشش تعقيدات زي هيك لإن كل هذه
+
+408
+00:47:56,710 --> 00:48:03,110
+ال mathematical model درجة الخطأ فيها مش بسيطة و
+
+409
+00:48:03,110 --> 00:48:07,890
+التالت اتحبك هاش كتير في
+
+410
+00:48:07,890 --> 00:48:15,770
+حالة ال fatigue loading طيب
+
+411
+00:48:23,410 --> 00:48:26,270
+المحاضرة الجام شوف كيف how to apply ال fatigue
+
+412
+00:48:26,270 --> 00:48:28,950
+stress concentration factor
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/gksY4RGcnCE_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/gksY4RGcnCE_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..0f3ac37a7b8b8a24f16c64dee5ede1dc56c222aa
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/gksY4RGcnCE_raw.srt
@@ -0,0 +1,1640 @@
+1
+00:00:05,040 --> 00:00:07,760
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,760 --> 00:00:11,880
+وبركاته هنكمل في مادة تصميم الألات واحد احنا في ال
+
+3
+00:00:11,880 --> 00:00:14,240
+chapter الرابع اللي هو deflection and stiffness
+
+4
+00:00:14,240 --> 00:00:20,460
+analysis المحاضرات السابقة حكينا عن الاستخدام
+
+5
+00:00:20,460 --> 00:00:23,760
+Castellano method عشان اوجد undetermined
+
+6
+00:00:23,760 --> 00:00:28,460
+structures اليوم هنكمل في ال compression members
+
+7
+00:00:28,460 --> 00:00:33,020
+او ما يتعلق بال bucklingأول شي خليني أعرف ال
+
+8
+00:00:33,020 --> 00:00:40,460
+column ال column هو member العمود هو عضو تحميله
+
+9
+00:00:40,460 --> 00:00:45,940
+بيكون انضغاطي loaded in compression طبعا يا إما
+
+10
+00:00:45,940 --> 00:00:54,250
+طول العمود أو إذا التحميل كان غير مركزهأحدهما او
+
+11
+00:00:54,250 --> 00:01:00,030
+كلهما ممكن يعني في الحالتين هيتعرض ل .. ل pure
+
+12
+00:01:00,030 --> 00:01:03,730
+compression ممكن يصير فيه اذا ال load تعدى
+
+13
+00:01:03,730 --> 00:01:07,130
+critical value معينة ممكن يصيريش انبعاج هصير
+
+14
+00:01:07,130 --> 00:01:10,890
+buckling اللي
+
+15
+00:01:10,890 --> 00:01:15,390
+هو ال columns بنصنفهم على أربع تصنيفات long
+
+16
+00:01:15,390 --> 00:01:20,330
+columns with central loading أعمدة طويلة والتحميل
+
+17
+00:01:20,330 --> 00:01:29,080
+مركزياتنين أعمدة ذات طول متوسط والتحميل برضه مركزي
+
+18
+00:01:29,080 --> 00:01:33,900
+في مركز ال cross section بتاع العمود تلاتة أو
+
+19
+00:01:33,900 --> 00:01:39,660
+columns with eccentric loading أعمدة ال load مش
+
+20
+00:01:39,660 --> 00:01:46,800
+مركزي أربعة أعمدة قصيرة و load غير مركزي
+
+21
+00:01:49,130 --> 00:01:51,730
+بناخد أول حالة اللي هي long columns with central
+
+22
+00:01:51,730 --> 00:01:57,330
+loading أعمد الطوارئ والتحميل مركزي زي ما انتوا
+
+23
+00:01:57,330 --> 00:02:05,620
+شايفين عندي في الصورة عندي some columnunder
+
+24
+00:02:05,620 --> 00:02:12,500
+compression force اللي هي P طبعا بقى عندي أربع
+
+25
+00:02:12,500 --> 00:02:16,760
+cases ال case الأولى اللي انا عندي هنا طرف ال
+
+26
+00:02:16,760 --> 00:02:22,540
+column is pinned عند طرف العلوي و pinned عند الطرف
+
+27
+00:02:22,540 --> 00:02:29,060
+السفلي هذا الحالة الأولى الحالة التانية fixed
+
+28
+00:02:32,130 --> 00:02:39,850
+و fixed حالة التالتة fixed من تحت و free من الأعلى
+
+29
+00:02:39,850 --> 00:02:47,390
+حالة الرابعة fixed من تحت و pinned من أعلى طبعا ال
+
+30
+00:02:47,390 --> 00:02:47,730
+P
+
+31
+00:02:51,410 --> 00:02:58,450
+إذا تصل لحد معين some critical value هيصير اللي هو
+
+32
+00:02:58,450 --> 00:03:03,510
+buckling او انبعاج فيه ال buckling او الانبعاج
+
+33
+00:03:03,510 --> 00:03:08,670
+بعتمد على اللي هو ال .. ال end conditions يعني ال
+
+34
+00:03:08,670 --> 00:03:13,270
+.. الانبعاج او critical load تختلف لنفس ال .. نفس
+
+35
+00:03:13,270 --> 00:03:18,050
+ال member لو كان pinned pinned او fixed fixed او
+
+36
+00:03:18,050 --> 00:03:20,070
+fixed free او fixed pinned
+
+37
+00:03:23,100 --> 00:03:29,000
+الان في معادلة لحالة الأولى اللى هى pinned .. pen
+
+38
+00:03:29,000 --> 00:03:34,300
+ended column يعني ال column من طرف فيه pen و فيه
+
+39
+00:03:34,300 --> 00:03:39,300
+من طرف pen بيكون ال critical load اللى بعده بيصير
+
+40
+00:03:39,300 --> 00:03:43,120
+ال column unstable يعني بيصير فيه buckling بيستوى
+
+41
+00:03:43,120 --> 00:03:47,860
+pi square EI على L squareال E اللى هى ال modulus
+
+42
+00:03:47,860 --> 00:03:54,820
+of اللى أسستى، ال I اللى هى ال section moment of
+
+43
+00:03:54,820 --> 00:04:01,160
+inertia ال smaller one، اذا كان مدور المقطع
+
+44
+00:04:01,160 --> 00:04:05,460
+ماتفريقش، ال I نفس الشيء، اذا كان مستطيل لأ باخد
+
+45
+00:04:05,460 --> 00:04:08,620
+ال I على الجهة ال .. يعني اذا هستير بكلك هستير على
+
+46
+00:04:08,620 --> 00:04:09,420
+الجهة الأضعف
+
+47
+00:04:12,520 --> 00:04:18,560
+و ال L طول ال column الان for other conditions
+
+48
+00:04:18,560 --> 00:04:23,580
+بضيف المعادلة بس اللى هى constant C يعني نفس
+
+49
+00:04:23,580 --> 00:04:28,380
+المعادلة P critical بستوى C by square EI على L
+
+50
+00:04:28,380 --> 00:04:32,340
+square طبعا الحالة اللى هى الحالة الأساسية ال C
+
+51
+00:04:32,340 --> 00:04:37,520
+هتكون دستويةواحد إذا الحالة التانية اللي هي fixed
+
+52
+00:04:37,520 --> 00:04:42,900
+fixed بتكون ال C أربعة إذا fixed free بتكون ال C
+
+53
+00:04:42,900 --> 00:04:48,680
+ربع إذا fixed pinned بتكون ال C بساوة اتنين
+
+54
+00:04:53,250 --> 00:05:06,290
+طيب خلنا نحل مثال ندرس
+
+55
+00:05:06,290 --> 00:05:12,330
+المعادلة في حالة كان المقطع نضور و الحالة التانية
+
+56
+00:05:12,330 --> 00:05:18,010
+كان المقطع مستطيل خلنا
+
+57
+00:05:18,010 --> 00:05:19,150
+ناخد الحالة الأولى
+
+58
+00:05:45,570 --> 00:05:54,690
+طبعاً عدد طول ال high load
+
+59
+00:05:58,810 --> 00:06:03,490
+بقى هنا P critical لحالة
+
+60
+00:06:03,490 --> 00:06:14,150
+PEND بيسموها باي سكوير EI
+
+61
+00:06:14,150 --> 00:06:23,650
+على L سكوير معناه
+
+62
+00:06:23,650 --> 00:06:29,770
+تقيمة ال critical ده هيتتمد على قيمة ال Iبنحكي أول
+
+63
+00:06:29,770 --> 00:06:34,650
+شي round column
+
+64
+00:06:34,650 --> 00:06:39,710
+القطر
+
+65
+00:06:39,710 --> 00:06:50,910
+بتاعه دي هتكون ال I له by على أربع ستين دي أربعة
+
+66
+00:06:50,910 --> 00:06:54,450
+معناته
+
+67
+00:06:54,450 --> 00:07:05,150
+ال P criticalهتكون سواء باي square اي في الآية
+
+68
+00:07:05,150 --> 00:07:13,270
+اللي هي باي دي قصة أربعة على أربعة و ستين التربية
+
+69
+00:07:13,270 --> 00:07:21,570
+يعني باي تكييب اي
+
+70
+00:07:21,570 --> 00:07:27,570
+دي قصة أربعة على أربعة و ستين
+
+71
+00:07:43,750 --> 00:07:54,890
+الاسكوار طيب واضح يعني كل ما ال .. الطول بزيد
+
+72
+00:07:56,360 --> 00:08:00,240
+كل ما يكون العمود حساس أكتر للbuckling كل ما بحتاج
+
+73
+00:08:00,240 --> 00:08:06,400
+ال critical load أقل عشان أحدث انبعاد فيه و كل ما
+
+74
+00:08:06,400 --> 00:08:09,080
+زاد ال D كل ما كان قطره أكبر أو cross section أكبر
+
+75
+00:08:09,080 --> 00:08:14,100
+بيصير أصعب أصعب ان يصير critical يعني ترتفع ال
+
+76
+00:08:14,100 --> 00:08:24,350
+critical load مع D أس 4 و بتقلعكسي بتقل مع التربيع
+
+77
+00:08:24,350 --> 00:08:30,870
+بتقل مع التربيع هذا في حالة ران في حالة اللي هو
+
+78
+00:08:30,870 --> 00:08:38,670
+rectangle العكس
+
+79
+00:08:38,670 --> 00:08:45,810
+هذه ال cross section عرضه
+
+80
+00:08:45,810 --> 00:08:50,170
+بيه
+
+81
+00:08:50,170 --> 00:08:51,990
+ورتفاعه
+
+82
+00:08:55,050 --> 00:09:01,910
+H بده افترض ان انا بي أكبر من H معناة I في الحالة
+
+83
+00:09:01,910 --> 00:09:05,890
+دي إيش هي هتكون؟
+
+84
+00:09:05,890 --> 00:09:12,090
+في I وقتين تان، يا اما واحد على اتناش بي
+
+85
+00:09:12,090 --> 00:09:24,240
+H تكييب أو واحد على اتناش H بي تكييبعنها هناخد
+
+86
+00:09:24,240 --> 00:09:28,600
+يعني
+
+87
+00:09:28,600 --> 00:09:33,700
+الحالة هذه تمثل الحالة الأضعف صح؟ انا اقول I هتكون
+
+88
+00:09:33,700 --> 00:09:44,000
+تساوي واحد على اتناش ب اتش تكيب يعني بي critical
+
+89
+00:09:44,000 --> 00:09:50,620
+هتكون تساوي by square E
+
+90
+00:09:52,830 --> 00:10:05,010
+الـ I اللي هي بي H تكييب على اتناش التربية
+
+91
+00:10:05,010 --> 00:10:09,130
+وال
+
+92
+00:10:09,130 --> 00:10:13,790
+بي أكبر من ال H
+
+93
+00:10:34,160 --> 00:10:39,520
+طيب لو احنا حكينا ال .. ال .. ال P critical ب .. ب
+
+94
+00:10:39,520 --> 00:10:40,500
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+95
+00:10:40,500 --> 00:10:41,020
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+96
+00:10:41,020 --> 00:10:41,100
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+97
+00:10:41,100 --> 00:10:43,520
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+98
+00:10:43,520 --> 00:10:44,420
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+99
+00:10:44,420 --> 00:10:44,420
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+100
+00:10:44,420 --> 00:10:44,420
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+101
+00:10:44,420 --> 00:10:44,420
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+102
+00:10:44,420 --> 00:10:44,420
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+103
+00:10:44,420 --> 00:10:51,220
+.. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب .. ب
+
+104
+00:10:51,220 --> 00:10:55,280
+.. ب .. ب ..
+
+105
+00:10:56,960 --> 00:11:02,480
+فى كسكوير ك اللى هيش radius of gyration لل cross
+
+106
+00:11:02,480 --> 00:11:07,960
+section radius of gyration لل cross section يعني
+
+107
+00:11:07,960 --> 00:11:17,640
+هتكون ال P critical هتسوى باي سكوير E فى A كسكوير
+
+108
+00:11:17,640 --> 00:11:21,960
+ال A ال cross section على L square
+
+109
+00:11:23,490 --> 00:11:28,490
+لقسمة البصد على كاسكوير والمقام على كاسكوير بتكون
+
+110
+00:11:28,490 --> 00:11:48,410
+بالصير بايا سكوير اي اي ال على ك الكل تربيع ال
+
+111
+00:11:48,410 --> 00:11:52,110
+term ال
+
+112
+00:11:52,110 --> 00:12:01,310
+على كهو نسبة النحافة ده ال member يعني كل مكان
+
+113
+00:12:01,310 --> 00:12:06,990
+نحيف كل مكانة ال L على K كبيرة اللي هي slenderness
+
+114
+00:12:06,990 --> 00:12:15,150
+ratio فال
+
+115
+00:12:15,150 --> 00:12:15,730
+P critical
+
+116
+00:12:18,450 --> 00:12:24,130
+كل ما تكون عند الـ thin او ال more slender ال على
+
+117
+00:12:24,130 --> 00:12:30,550
+كيه بيزيد ال critical load بقل ف .. و ال P
+
+118
+00:12:30,550 --> 00:12:36,230
+critical عشان قصيرنا P critical على A هتكون سوى
+
+119
+00:12:36,230 --> 00:12:44,590
+πاية square E على L على K الكل ترقبانة ال .. ال ..
+
+120
+00:12:44,590 --> 00:12:46,250
+ال critical load
+
+121
+00:12:48,960 --> 00:12:55,040
+هذا ال pair unit area critical load pair unit او
+
+122
+00:12:55,040 --> 00:13:00,860
+stress يعني هو ال critical load او ال stress
+
+123
+00:13:00,860 --> 00:13:05,540
+needed to make unstable condition او to make
+
+124
+00:13:05,540 --> 00:13:11,280
+buckling بتناسب
+
+125
+00:13:11,280 --> 00:13:18,930
+يعنيكل ما تزيد ال slenderness ratio بتزيد بتقل بيه
+
+126
+00:13:18,930 --> 00:13:23,430
+critical على ال a طبعا هذه material condition
+
+127
+00:13:27,570 --> 00:13:32,530
+هى spring not stiff لكن ال A ممكن تبقى رقياس
+
+128
+00:13:32,530 --> 00:13:37,390
+لزنبراكية بتاعة المادة اذا كانت المادة زنبراك قوى
+
+129
+00:13:37,390 --> 00:13:41,110
+يعني ال A عالية صعب يصير فيها buckling اذا كان
+
+130
+00:13:41,110 --> 00:13:50,910
+زنبراك ضيف سهل اعمل فيها buckling احنا
+
+131
+00:13:50,910 --> 00:14:01,920
+هنا ان اذا عملنا plotلأ ال P critical على A مع ال
+
+132
+00:14:01,920 --> 00:14:11,140
+L على K يعني ترى ال L على K ك X و C واحد ال Y
+
+133
+00:14:11,140 --> 00:14:15,600
+constant و ال E لنفس ال material constant صح؟
+
+134
+00:14:15,600 --> 00:14:22,010
+معناته هيكون ال curve علاقة عكسيةas L على K
+
+135
+00:14:22,010 --> 00:14:26,650
+approaches infinity we approach ال critical load
+
+136
+00:14:26,650 --> 00:14:33,070
+very small هيكون zero كل مكان العمود قصير جدا كل
+
+137
+00:14:33,070 --> 00:14:40,750
+مكان احنا محتاجين ل huge load نظريا حسب المعادلة
+
+138
+00:14:40,750 --> 00:14:42,850
+لكن انا ال huge load
+
+139
+00:14:45,580 --> 00:14:52,820
+مش هوصله ال limit تبعته إيهاش ال yield معناته ال
+
+140
+00:14:52,820 --> 00:14:58,040
+.. إيه ال equation؟ هل هي ال equation؟ يعني ال
+
+141
+00:14:58,040 --> 00:15:01,680
+range و application بتاعها مش على طول إيه ال
+
+142
+00:15:01,680 --> 00:15:05,040
+limit؟ يعني لازم يكون فيه limit عشان أعرف إنه هذا
+
+143
+00:15:05,040 --> 00:15:12,540
+long column و لا intermediate long column فإذا ال
+
+144
+00:15:12,540 --> 00:15:17,460
+.. be critical على إيه؟ اللي هي stressارتفعت كتير
+
+145
+00:15:17,460 --> 00:15:20,600
+ووصلت ال yield حصير يعني اللي هو failure by yield
+
+146
+00:15:20,600 --> 00:15:27,100
+مش by buckling صح؟ failure by ال yield not by
+
+147
+00:15:27,100 --> 00:15:30,760
+buckling بقعدت وانا محتاج لمعادلة تانية توصف
+
+148
+00:15:30,760 --> 00:15:38,320
+المنطقة هذه ففي عندها نقطة S Yو في نقطة we define
+
+149
+00:15:38,320 --> 00:15:45,920
+it جاي اسمها L على K واحد هذه تقابل SY على اتنين
+
+150
+00:15:45,920 --> 00:15:56,400
+ال K L على K واحد تقابل SY على اتنين يعني لو عوضت
+
+151
+00:15:56,400 --> 00:16:10,910
+P critical على ايه ب SYعلى اتنين بس by square a في
+
+152
+00:16:10,910 --> 00:16:21,850
+L على K واحد تربيع يعني L على K L
+
+153
+00:16:21,850 --> 00:16:26,730
+على K واحد تربيع
+
+154
+00:16:28,700 --> 00:16:42,440
+هيكون يساوي اتنين by square E على SY يعني L على K
+
+155
+00:16:42,440 --> 00:16:46,520
+واحد
+
+156
+00:16:46,520 --> 00:16:57,440
+هيكون by square root لاتنين E على SY
+
+157
+00:17:05,000 --> 00:17:10,440
+اللي هي المعادلة ال into معناته في الفترة ده انا
+
+158
+00:17:10,440 --> 00:17:15,880
+عرفت period انه
+
+159
+00:17:15,880 --> 00:17:20,760
+ال critical load is defined by some equation معرفة
+
+160
+00:17:20,760 --> 00:17:27,460
+بنقطين نقطة بيصير ال failure by yielding النقطة ده
+
+161
+00:17:27,460 --> 00:17:28,000
+اللي هي sy
+
+162
+00:17:32,220 --> 00:17:36,300
+والنقطة التانية ال T بيكون ال curve tangent لهذا
+
+163
+00:17:36,300 --> 00:17:41,020
+ال curve بتكون قيمة ال P critical على A اللي هي SY
+
+164
+00:17:41,020 --> 00:17:45,800
+على 2 منها we define some limiting value لل
+
+165
+00:17:45,800 --> 00:17:49,640
+slenderness ال ratio L على K و 1 مع طب العلاقة
+
+166
+00:17:49,640 --> 00:17:56,420
+اللي هو جزر التربيع على 2 by تربيع CE على SY من
+
+167
+00:17:56,420 --> 00:18:00,900
+نقطة هذه المعادلة واضح هذا
+
+168
+00:18:03,240 --> 00:18:08,560
+it is curved it is not a line وهين smooth out ال
+
+169
+00:18:08,560 --> 00:18:13,460
+slope المفروض يكون zero عشان تقل من zero ل some
+
+170
+00:18:13,460 --> 00:18:19,620
+other slope و تكون هين ال slope سفر مستحيل تكون
+
+171
+00:18:19,620 --> 00:18:24,100
+linear صح لازم تكون parabolic equation parabolic
+
+172
+00:18:24,100 --> 00:18:30,480
+equation فحسيلي عند في المنطقة هذه بيه critical
+
+173
+00:18:30,480 --> 00:18:53,120
+على aبسوا a minus b في L على K square ايه
+
+174
+00:18:53,120 --> 00:19:01,480
+critical على ايه بسوا
+
+175
+00:19:01,480 --> 00:19:01,880
+a
+
+176
+00:19:05,540 --> 00:19:13,400
+minus B في L على K تربية
+
+177
+00:19:13,400 --> 00:19:21,120
+معدلة Parabola طبعا هذه applies عند هذه النقطتين
+
+178
+00:19:21,120 --> 00:19:31,240
+هذه
+
+179
+00:19:31,240 --> 00:19:43,720
+أسواي على اتنينها دي L على K واحد هنا عندي S Y
+
+180
+00:19:43,720 --> 00:19:51,460
+ممكن تفهم النقطة تانية two points Zero و S Y و
+
+181
+00:19:51,460 --> 00:20:00,940
+النقطة التانية L على K واحد و S Y على اتنين مظلوم
+
+182
+00:20:03,610 --> 00:20:07,250
+P critical على K بالسواء A لو عوضت أخدت النقطة
+
+183
+00:20:07,250 --> 00:20:13,450
+الأولى عندك at L
+
+184
+00:20:13,450 --> 00:20:20,650
+على K بالسواء Zero بيكون عند ال P critical على A
+
+185
+00:20:20,650 --> 00:20:30,590
+بالسواء As Y يعني هذه As Yهتكون السواء a-0 صح؟
+
+186
+00:20:30,590 --> 00:20:35,270
+المعنى بتقول a بالسواء أسواي فبصير عندهين ال P
+
+187
+00:20:35,270 --> 00:20:43,510
+critical على a السواء أسواي minus P في L على K
+
+188
+00:20:43,510 --> 00:20:50,750
+الكوال تربيع طيب
+
+189
+00:20:50,750 --> 00:21:04,970
+at L على Kبتساوي L على K واحد اللي هي شو تساوي جزر
+
+190
+00:21:04,970 --> 00:21:10,090
+التربيعي لاتنين
+
+191
+00:21:10,090 --> 00:21:19,490
+by square E على SY بتكون
+
+192
+00:21:19,490 --> 00:21:29,090
+عند ال P criticalعلى a بسوء sy على اتنين نعوض هنا
+
+193
+00:21:29,090 --> 00:21:44,570
+sy على اتنين بسوء sy minus b في اتنين by square a
+
+194
+00:21:44,570 --> 00:21:47,350
+على sy
+
+195
+00:21:51,350 --> 00:21:58,410
+أدور الطرفين بالـ minus plus minus minus معناه
+
+196
+00:21:58,410 --> 00:22:10,870
+تشير عند ال b في اتنين by square a على sy بسوة sy
+
+197
+00:22:10,870 --> 00:22:14,790
+على اتنين معناه ب
+
+198
+00:22:23,270 --> 00:22:28,310
+ب يعني احنا عندنا اربعة بي باي سكوار اي اي اي اي
+
+199
+00:22:28,310 --> 00:22:31,550
+بيستوى س و اي سكوار المراتب بيستوى س و اي سكوار
+
+200
+00:22:31,550 --> 00:22:35,350
+على
+
+201
+00:22:35,350 --> 00:22:46,450
+اربعة باي سكوار اي نعوض هنا بيستوى عندنا بيه
+
+202
+00:22:46,450 --> 00:22:50,030
+critical على اي
+
+203
+00:23:11,820 --> 00:23:14,620
+SY-SY²4Pi²ELK²
+
+204
+00:23:39,030 --> 00:23:43,850
+ال P critical على A بيستوى S Y minus S Y على اتنين
+
+205
+00:23:43,850 --> 00:23:52,950
+باي بقال على K لكل تربيع في واحد على C ايه طبعا
+
+206
+00:23:52,950 --> 00:23:59,460
+هنعود عن المعادلة المفروض تكون H في C نسين ال Cفي
+
+207
+00:23:59,460 --> 00:24:05,060
+هذه المعادلة applies بين
+
+208
+00:24:05,060 --> 00:24:13,400
+النقطتين بين النقطة هذه و النقطة T او نقطة كيو و T
+
+209
+00:24:13,400 --> 00:24:17,920
+اذا كانت ال L نحسب لسندر نصف ال ratio اذا كانت L
+
+210
+00:24:17,920 --> 00:24:27,040
+على Kأكبر من L على K واحد اذا كنت
+
+211
+00:24:27,040 --> 00:24:31,620
+ال L على K أقل من L على K واحد سنستخدم هذه
+
+212
+00:24:31,620 --> 00:24:34,460
+المعادلة في كريتك عليه بصورة S Y مع نص S Y على
+
+213
+00:24:34,460 --> 00:24:43,880
+اتنين Pi في L على K لكل تربيع في 1 على CE نشوف
+
+214
+00:24:43,880 --> 00:24:44,380
+مثال
+
+215
+00:25:12,990 --> 00:25:17,110
+specify the diameter of a round column يعني and
+
+216
+00:25:17,110 --> 00:25:27,010
+round column هنا and
+
+217
+00:25:27,010 --> 00:25:31,550
+round column
+
+218
+00:25:31,550 --> 00:25:37,950
+واحد
+
+219
+00:25:37,950 --> 00:25:41,510
+و نص meter long طوله واحد و نص متر
+
+220
+00:25:51,080 --> 00:25:54,520
+that is to carry a maximum load estimated to be
+
+221
+00:25:54,520 --> 00:26:06,460
+اتنين وعشرين كيلو نيوتن اللي هو P maximum بسوا
+
+222
+00:26:06,460 --> 00:26:16,380
+اتنين وعشرين كيلو نيوتن use
+
+223
+00:26:16,380 --> 00:26:18,980
+a design factor and D equal four
+
+224
+00:26:28,860 --> 00:26:34,080
+and consider the ends as pinned ال ends pinned
+
+225
+00:26:34,080 --> 00:26:40,160
+يعني ends are
+
+226
+00:26:40,160 --> 00:26:45,660
+pinned يعني
+
+227
+00:26:45,660 --> 00:26:49,360
+ال C ايش بالساوية؟ واحد صح؟
+
+228
+00:26:55,580 --> 00:27:05,600
+الأسواي خمسمية ميجا باسكال الاسواي خمسمية
+
+229
+00:27:05,600 --> 00:27:11,940
+ميجا باسكال الاسواي خمسمية ميجا باسكال الاسواي
+
+230
+00:27:11,940 --> 00:27:13,440
+خمسمية ميجا باسكال الاسواي خمسمية ميجا باسكال
+
+231
+00:27:13,440 --> 00:27:14,520
+الاسواي خمسمية ميجا باسكال الاسواي خمسمية ميجا
+
+232
+00:27:14,520 --> 00:27:15,420
+باسكال الاسواي خمسمية ميجا باسكال الاسواي خمسمية
+
+233
+00:27:15,420 --> 00:27:16,600
+ميجا باسكال الاسواي خمسمية ميجا باسكال الاسواي
+
+234
+00:27:16,600 --> 00:27:18,080
+خمسمية ميجا باسكال الاسواي خمسمية ميجا باسكال
+
+235
+00:27:18,080 --> 00:27:24,000
+الاسواي خمسمية ميجا باسكال الاسواي
+
+236
+00:27:24,000 --> 00:27:33,550
+خمسمية ميجا باسكبس كده انا
+
+237
+00:27:33,550 --> 00:27:36,370
+بحكي ال maximum load اتنين و عشرين كيلون نيوتن هو
+
+238
+00:27:36,370 --> 00:27:42,350
+البطول بدي اعرف بدي احسب قطر العمود هو بحكي ال
+
+239
+00:27:42,350 --> 00:27:46,310
+maximum load انا maximum load اللي لازم اصله اذا
+
+240
+00:27:46,310 --> 00:27:49,790
+فصلته اتنين و عشرين كيلون نيوتن انا بكون عندى هامش
+
+241
+00:27:49,790 --> 00:27:52,290
+امان اربعة معناته
+
+242
+00:27:54,770 --> 00:27:57,710
+if I apply ال .. ال .. ال factor of safety ال
+
+243
+00:27:57,710 --> 00:28:02,950
+critical load إيش هكون ساوي؟ P critical هكون ساوي
+
+244
+00:28:02,950 --> 00:28:09,910
+ال N دي في .. في max مش لازم أصل أنا هو بيحكي اللي
+
+245
+00:28:09,910 --> 00:28:14,210
+بده يكون انت ال load ال maximum 22 و ال ه مش معاك
+
+246
+00:28:14,210 --> 00:28:17,090
+أربعة يعني عشان تصل ال critical load ده بتدور بقى
+
+247
+00:28:17,090 --> 00:28:22,910
+بقى أربعة مرات 88 kilonewton
+
+248
+00:28:24,780 --> 00:28:30,980
+الان انا ال .. ال .. مش عارف المعصم .. مش .. انا
+
+249
+00:28:30,980 --> 00:28:37,120
+عارف الطول بس مش عارف القطر وبالتالي مش عارف ال
+
+250
+00:28:37,120 --> 00:28:42,560
+slenderness ratio وبالتالي مش عارف هال أنيات
+
+251
+00:28:42,560 --> 00:28:51,240
+المعادلة اللي اطبقها انا ا assume .. assume column
+
+252
+00:28:51,240 --> 00:28:53,120
+او assume long
+
+253
+00:28:57,520 --> 00:29:05,300
+column يعني في الحالة هذه اللي هو ailer curve
+
+254
+00:29:05,300 --> 00:29:13,340
+applies مظبوط؟ في الحالة this consequence عند P
+
+255
+00:29:13,340 --> 00:29:19,720
+critical اشوى الساوية؟ by square
+
+256
+00:29:23,400 --> 00:29:39,800
+أو C by square C by square E الحمد لله P
+
+257
+00:29:39,800 --> 00:29:46,080
+critical
+
+258
+00:29:46,080 --> 00:29:49,960
+على A بس
+
+259
+00:29:49,960 --> 00:29:51,420
+او C by square
+
+260
+00:30:12,350 --> 00:30:14,470
+الأول معادلة الأصلية
+
+261
+00:30:23,310 --> 00:30:34,330
+المعادلة الأصلية اللي
+
+262
+00:30:34,330 --> 00:30:41,470
+هي P critical بالساوية
+
+263
+00:30:41,470 --> 00:30:51,730
+C pi square E I
+
+264
+00:30:54,260 --> 00:31:01,960
+على ال square صح؟ و
+
+265
+00:31:01,960 --> 00:31:17,500
+ال I C by square A ال I اللي هي by D وصة اربعة على
+
+266
+00:31:17,500 --> 00:31:21,020
+اربعة ستين التربيه
+
+267
+00:31:23,640 --> 00:31:32,860
+معناته ممكن احسب دي اص اربعة هتكون تساوي اربعة و
+
+268
+00:31:32,860 --> 00:31:51,290
+ستين ال تربيع P critical على C by تكييبفي ايه؟
+
+269
+00:31:51,290 --> 00:32:00,350
+يعني دي هتكون هذا الكلام قص ربع صح؟ انعوض
+
+270
+00:32:00,350 --> 00:32:08,850
+هكون عندي اربعة و ستين اللي عندي واحد و نص صح؟
+
+271
+00:32:08,850 --> 00:32:13,710
+تربيع و ال P critical تمانية و تمانية كيرنيوتر
+
+272
+00:32:13,710 --> 00:32:17,810
+يعني تمانية و تمانية في عشر أقص تلاتة
+
+273
+00:32:20,830 --> 00:32:34,310
+على ال CND 1 في بُعي تكيّب في ال E 207 في عشرة أس
+
+274
+00:32:34,310 --> 00:32:45,410
+تسعة أس
+
+275
+00:32:45,410 --> 00:32:45,770
+ربع
+
+276
+00:33:02,940 --> 00:33:11,700
+بصيبوها point zero point zero تلاتة سبعة خمسة
+
+277
+00:33:11,700 --> 00:33:19,000
+اربعة تمانية عن خمسة سوء روحاني اللي هو متر يعني
+
+278
+00:33:19,000 --> 00:33:26,280
+حوالي تلاتمية خمسة سبعين ميلي متر point zero في
+
+279
+00:33:26,280 --> 00:33:28,920
+zero بالتلاتة اه
+
+280
+00:33:34,470 --> 00:33:41,130
+point او متر
+
+281
+00:33:41,130 --> 00:33:44,610
+هاد
+
+282
+00:33:44,610 --> 00:33:50,630
+ال دي طيب خلينا نحسب ال .. نتأكد ان الفرضية
+
+283
+00:33:50,630 --> 00:33:54,530
+بتاعتنا صح ولا مش صح مات مطلوب ان احسب L على K
+
+284
+00:33:54,530 --> 00:33:55,090
+واحد
+
+285
+00:34:05,110 --> 00:34:12,770
+الان خني احنا نحكي ال I ايش هتساوي ال I اي
+
+286
+00:34:12,770 --> 00:34:26,450
+كتر بير صح؟ مظبوط؟ يعني .. و ال I هتكون باي ديوس
+
+287
+00:34:26,450 --> 00:34:37,580
+أربعة بساوي اي كتر بيريعني K هتكون تساوي فنحكي ال
+
+288
+00:34:37,580 --> 00:34:46,620
+A كمان ال A اللي هي باي على أربعة دي تربيع في ال K
+
+289
+00:34:46,620 --> 00:34:52,100
+تربيع هيروح باي على أربعة باي على أربعة هيكون عندي
+
+290
+00:34:52,100 --> 00:34:56,440
+واحد على خمساش دي
+
+291
+00:34:56,440 --> 00:35:07,650
+تربيع بالساوية K تربيعيعني ال K هساودية على أربعة
+
+292
+00:35:07,650 --> 00:35:17,730
+يعني هكون point O تلاتة سبعة خمسة على أربعة
+
+293
+00:35:34,430 --> 00:35:40,570
+point او اكوان
+
+294
+00:35:40,570 --> 00:35:48,830
+واحدة اتنين بس اتنين صفرية صح تسعة
+
+295
+00:35:48,830 --> 00:35:53,310
+تلاتة
+
+296
+00:35:53,310 --> 00:36:01,370
+سبعة متر هذه ال K
+
+297
+00:36:04,910 --> 00:36:11,790
+طيب ال على K إيش هتسوي؟ هتسوي واحد و نص على point
+
+298
+00:36:11,790 --> 00:36:21,330
+o o تسعة تلات سبعة مية
+
+299
+00:36:21,330 --> 00:36:25,710
+و ستين طيب
+
+300
+00:36:25,710 --> 00:36:29,410
+احنا عرفنا ال على K بس ماعرفناش هل هي أقل أو أكتر
+
+301
+00:36:29,410 --> 00:36:31,690
+من ال على K واحد معناه أننا مطلوب نحسب ال على K
+
+302
+00:36:31,690 --> 00:36:33,090
+واحد
+
+303
+00:36:35,550 --> 00:36:43,490
+L على K واحد هتكون
+
+304
+00:36:43,490 --> 00:36:52,030
+تساوي اتنين Pi square C
+
+305
+00:36:52,030 --> 00:37:01,510
+A على Sy اص
+
+306
+00:37:01,510 --> 00:37:01,970
+نص
+
+307
+00:37:04,610 --> 00:37:13,950
+يعني هتكون نين by square في واحد ال a اللي هي متين
+
+308
+00:37:13,950 --> 00:37:24,910
+و سبعة في عشرة اقل تسعة على S Y خمسمية في عشرة و
+
+309
+00:37:24,910 --> 00:37:28,670
+ستة الكل تحت الجدر اكتر و تطلع
+
+310
+00:37:35,600 --> 00:37:43,900
+تسعين فاصل اربعة لان ال L على K بتاعتي اكبر من L
+
+311
+00:37:43,900 --> 00:37:53,700
+على K واحد وانته الفرضية صحيحة وانته حالة صحية لو
+
+312
+00:37:53,700 --> 00:37:56,780
+طلعت ال L على K اقل من LK على واحد بدي اعيد الحساب
+
+313
+00:37:56,780 --> 00:37:59,140
+استخدم ال Parabolic equation المعادلة التانية
+
+314
+00:38:30,070 --> 00:38:34,790
+هنشوف ال columns with eccentric loading يعني ال
+
+315
+00:38:34,790 --> 00:38:38,150
+load مش متمركز مع محور العمود زي الحالة اللي احنا
+
+316
+00:38:38,150 --> 00:38:49,570
+شايفينها عندي هي محور العمود وهي ال load eccentric
+
+317
+00:38:49,570 --> 00:38:57,410
+مسافة ايه بعيد عن محور العمود مسافة ايه يعني
+
+318
+00:39:00,780 --> 00:39:21,160
+هذه العمود نتيجة
+
+319
+00:39:21,160 --> 00:39:29,940
+ال loading ثواني
+
+320
+00:39:29,940 --> 00:39:30,200
+بس
+
+321
+00:39:36,150 --> 00:39:46,110
+نتيجة ال loading هسير
+
+322
+00:39:46,110 --> 00:39:49,410
+هاي
+
+323
+00:39:49,410 --> 00:40:01,490
+عندي P او P هاي
+
+324
+00:40:01,490 --> 00:40:13,810
+ال Pهي ال P ال P offset مسافة A لأن نتيجة ال
+
+325
+00:40:13,810 --> 00:40:24,710
+compression لو حظوا ال load P هينتقل هنا P زائد
+
+326
+00:40:24,710 --> 00:40:34,480
+H moment M بالساوية P في Aلاتيش ال compression و
+
+327
+00:40:34,480 --> 00:40:42,420
+ال bending moment هسير فيه deflection أظهر الآن ال
+
+328
+00:40:42,420 --> 00:40:48,740
+max deflection بتوقع هكون هنا في النص دلتا
+
+329
+00:40:48,740 --> 00:41:01,280
+اذا أخدت اي position على بعد X هذه المسافة X هيكون
+
+330
+00:41:01,280 --> 00:41:02,380
+ال deflection قيمته
+
+331
+00:41:05,350 --> 00:41:09,630
+why؟ صح؟ خدنا ناخد ال free body diagram لكون عندى
+
+332
+00:41:09,630 --> 00:41:21,590
+free body diagram عندى
+
+333
+00:41:21,590 --> 00:41:29,230
+هنا P عندى كمان moment
+
+334
+00:41:31,240 --> 00:41:43,280
+بس لو P في A و هذه المسافة X و
+
+335
+00:41:43,280 --> 00:41:51,300
+الـ deflection هذا هيكون قيمته Y
+
+336
+00:41:51,300 --> 00:41:56,920
+هيكون في معكسة force P
+
+337
+00:42:02,640 --> 00:42:09,040
+one moment طبعا
+
+338
+00:42:09,040 --> 00:42:17,200
+في بالساعة فيه هاخد ال moment محدود
+
+339
+00:42:17,200 --> 00:42:22,440
+طلع الساعة مش مشكلة أه
+
+340
+00:42:22,440 --> 00:42:26,600
+الآن بيصير هيك و بيصير هيكيعني لو أخدت moment
+
+341
+00:42:26,600 --> 00:42:33,160
+حوالي النقطة هذه هيكون عنده summation of moment عن
+
+342
+00:42:33,160 --> 00:42:40,200
+نقطة x بالساوية صفر بالساوية
+
+343
+00:42:40,200 --> 00:42:43,400
+الساوية
+
+344
+00:42:43,400 --> 00:42:49,580
+ال PA هذه
+
+345
+00:42:49,580 --> 00:42:54,260
+زائد
+
+346
+00:42:56,290 --> 00:43:04,270
+P في Y هذه المسافة Y صح؟ زائد
+
+347
+00:43:04,270 --> 00:43:07,390
+ال
+
+348
+00:43:07,390 --> 00:43:20,590
+M صح؟ يعني ال M هتكون تسوى minus P A minus P Y
+
+349
+00:43:24,820 --> 00:43:28,740
+وهي الـ deflection بتاع ال beam اللي هو d square y
+
+350
+00:43:28,740 --> 00:43:31,940
+by
+
+351
+00:43:31,940 --> 00:43:39,160
+dx square بساوي M على
+
+352
+00:43:39,160 --> 00:43:51,020
+E في I يعني حيث ساوي هنعوض عند M اللي هي minus Py
+
+353
+00:43:53,460 --> 00:43:58,400
+minus P E على
+
+354
+00:43:58,400 --> 00:44:02,300
+E I يعني
+
+355
+00:44:02,300 --> 00:44:18,960
+انا حاسس ان D Square Y by DX Square زائد P على E I
+
+356
+00:44:18,960 --> 00:44:21,920
+في ال Y
+
+357
+00:44:25,820 --> 00:44:37,660
+بتساوي P على EI في الـ A بالمينوس
+
+358
+00:44:41,860 --> 00:44:48,460
+هذه معادلة تفاضلية .. معادلة تفاضلية خطية من
+
+359
+00:44:48,460 --> 00:44:55,520
+الدرجة التانية غير متجانسة none يعني أول شي linear
+
+360
+00:44:55,520 --> 00:44:59,740
+لإنه كل التيار نزل واي و دي تفادق linear بعدين
+
+361
+00:44:59,740 --> 00:45:06,020
+second order بعدين .. هذا التيار مش صفر none
+
+362
+00:45:06,020 --> 00:45:09,680
+homogeneous هذه .. هذه اللي هي
+
+363
+00:45:13,740 --> 00:45:21,560
+second order linear
+
+364
+00:45:21,560 --> 00:45:27,340
+non
+
+365
+00:45:27,340 --> 00:45:31,580
+homogeneous
+
+366
+00:45:31,580 --> 00:45:38,900
+differential
+
+367
+00:45:38,900 --> 00:45:39,560
+equation
+
+368
+00:45:49,660 --> 00:45:51,160
+بنحل معادلة التفاضلية
+
+369
+00:45:54,130 --> 00:45:57,970
+we apply ال boundary conditions عندي ال boundary
+
+370
+00:45:57,970 --> 00:46:01,270
+conditions فاش deflection عند هنا و Y بيستوى صفر
+
+371
+00:46:01,270 --> 00:46:06,970
+عند X بيستوى صفر و برضه Y بيستوى صفر عند X بيستوى
+
+372
+00:46:06,970 --> 00:46:13,550
+L I apply ال boundary conditions عند ال X Zero و
+
+373
+00:46:13,550 --> 00:46:18,370
+ال X بيستوى L بيطلع ال solution المعدل ال
+
+374
+00:46:18,370 --> 00:46:20,710
+deflection ال Y بيستوى
+
+375
+00:46:24,300 --> 00:46:32,100
+L على 2 الجزر تربيع ل P على EI SIN الجزر تربيع ل P
+
+376
+00:46:32,100 --> 00:46:37,980
+على EI في X ال X برا الجزر عشان تتبهوا زاد Cos
+
+377
+00:46:37,980 --> 00:46:45,060
+الجزر تربيع ل P على EI في X وال X برا الجزر minus
+
+378
+00:46:45,060 --> 00:46:49,840
+1ما هي عشان .. انا هي عشان حكيتلك عشان انا مبين ان
+
+379
+00:46:49,840 --> 00:47:05,600
+هي غلط تاخد الجزر هي الصح برا الجزر فى
+
+380
+00:47:05,600 --> 00:47:12,580
+النص .. فى النص لو عدد X بيستوى L على 2 فى النص فى
+
+381
+00:47:12,580 --> 00:47:15,460
+ال mid span at
+
+382
+00:47:17,240 --> 00:47:22,980
+X بيستوى L على 2 حسير ال Y بيستوى Delta Delta
+
+383
+00:47:22,980 --> 00:47:33,320
+بيستوى E في 10 L
+
+384
+00:47:33,320 --> 00:47:37,860
+على 2 Sin
+
+385
+00:47:37,860 --> 00:47:42,200
+L
+
+386
+00:47:42,200 --> 00:47:44,240
+على 2 10 L على 2
+
+387
+00:47:47,720 --> 00:47:53,700
+الجدر ال P على EI في
+
+388
+00:47:53,700 --> 00:48:00,500
+ال sign اللي هو L على 2 جدر التربيع ل P على EI
+
+389
+00:48:00,500 --> 00:48:10,760
+minus cosine ال L على 2 جدر التربيع ل P على EI
+
+390
+00:48:15,290 --> 00:48:23,810
+هذه التان عبارة عن sin على cos فبصير هذه E في sin
+
+391
+00:48:23,810 --> 00:48:30,130
+تربيع على cos تربيع مش هاخدش اكتر زي ما هو sin
+
+392
+00:48:30,130 --> 00:48:35,270
+تربيع على cos تربيع ناقص إيش sin تربيع على cos sin
+
+393
+00:48:35,270 --> 00:48:43,870
+تربيع على cos minus cosine هاخد cosine بصير عندى
+
+394
+00:48:43,870 --> 00:48:44,610
+sin تربيع
+
+395
+00:48:48,190 --> 00:48:57,330
+minus cosine تربيع طبعا بتخش على ال geometry و
+
+396
+00:48:57,330 --> 00:49:06,130
+بتختصر اه
+
+397
+00:49:06,130 --> 00:49:10,530
+فيه account كزاين و فيه واحد اخر اخر اخر اخر اخر
+
+398
+00:49:10,530 --> 00:49:12,990
+اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر
+
+399
+00:49:12,990 --> 00:49:14,950
+اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر اخر
+
+400
+00:49:18,830 --> 00:49:26,830
+زائد زائد نقص واحد زائد صحيح و في نقص واحد صحيح
+
+401
+00:49:26,830 --> 00:49:35,310
+هتكون هذه زائد هذه زائد هذه نقص واحد صحيح صين
+
+402
+00:49:35,310 --> 00:49:39,270
+تربيه زائد كسين تربيه واحد على كسين اللي هي second
+
+403
+00:49:39,270 --> 00:49:41,490
+فهتصفر معادلة
+
+404
+00:49:44,060 --> 00:49:48,160
+سيكنت ناقص واحد هى سيكنت ناقص واحد فالدلتة هتكون
+
+405
+00:49:48,160 --> 00:49:53,680
+سوا ايه في سيكنت جزر تربيعى ل P على EI في L على
+
+406
+00:49:53,680 --> 00:49:59,320
+اتنين ناقص واحد ال maximum moment هتكون عند ال
+
+407
+00:49:59,320 --> 00:50:03,940
+maximum deflection أظبط لما يعني maximum moment في
+
+408
+00:50:03,940 --> 00:50:12,040
+سوا P في E زائد دلتة هيروح الواحدبصفق ال maximum
+
+409
+00:50:12,040 --> 00:50:17,560
+point بالثانوية P في A، C كانت L على 2 جزر تربية
+
+410
+00:50:17,560 --> 00:50:21,860
+على PI المحاضرة الجاية من كلماتك ولا عرفت؟
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg.srt
new file mode 100644
index 0000000000000000000000000000000000000000..4be602c529675a289827c72e31932de838a3dbda
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg.srt
@@ -0,0 +1,1875 @@
+1
+00:00:05,110 --> 00:00:08,670
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,670 --> 00:00:13,610
+وبركاته هنكمل في مادة تصميم الآلات واحد المحاضرة 
+
+3
+00:00:13,610 --> 00:00:16,850
+الفاية بدأنا chapter خمسة failures resulting from
+
+4
+00:00:16,850 --> 00:00:23,410
+static loading هنعمل مراجعة سريعة للمحاضرة احنا
+
+5
+00:00:23,410 --> 00:00:26,330
+حكينا محتاجين حكينا عن ال stress concentration
+
+6
+00:00:26,330 --> 00:00:29,900
+factors هكان وجود static loading and ductile
+
+7
+00:00:29,900 --> 00:00:33,200
+materials يهمل ال effect بتاع ال stress
+
+8
+00:00:33,200 --> 00:00:36,920
+concentration إذا كانت ال material ductile و ال
+
+9
+00:00:36,920 --> 00:00:39,740
+loading dynamic لازم ياخد فعلا اعتبار ال stress
+
+10
+00:00:39,740 --> 00:00:43,260
+concentration في حالة brittle ال material لازم
+
+11
+00:00:43,260 --> 00:00:47,460
+ياخد فعلا اعتبار ال stress concentration بغض النظر
+
+12
+00:00:47,460 --> 00:00:49,580
+ال loading static ولا dynamic
+
+13
+00:00:52,240 --> 00:00:55,800
+الآن بالنسبة لل failure theories أنا عادة بشكل عام
+
+14
+00:00:55,800 --> 00:01:01,380
+بيكون ال element تحت الدراسة طبيعته multi state of
+
+15
+00:01:01,380 --> 00:01:06,840
+stress فالحاجة .. احنا بحاجة لل .. للنظريات عشان
+
+16
+00:01:06,840 --> 00:01:10,600
+نقارن multi state stress مع one strength
+
+17
+00:01:10,600 --> 00:01:14,780
+للمaterial فعشان هيك بنعمل ال failure theories
+
+18
+00:01:15,560 --> 00:01:21,280
+بعدين نحكي على المخطط العام للشابتر المفروض نفحص
+
+19
+00:01:21,280 --> 00:01:24,720
+إذا المادة هي ductile و لا brittle إذا كان ductile
+
+20
+00:01:24,720 --> 00:01:28,840
+يعني ال yield strength أكبر من point O5 بشوف إذا ال yield
+
+21
+00:01:28,840 --> 00:01:31,940
+strength in tension بيساوي ال yield strength in
+
+22
+00:01:31,940 --> 00:01:35,540
+compression إذا yes و بدي conserve ال solution بحت
+
+23
+00:01:35,540 --> 00:01:38,860
+استخدم maximum shear stress theory إذا non
+
+24
+00:01:38,860 --> 00:01:42,470
+conservative more accurate solution بستخدم اللي هي
+
+25
+00:01:42,470 --> 00:01:46,190
+distortion energy theory إذا كانت ال yield
+
+26
+00:01:46,190 --> 00:01:48,690
+strength in tension بيستويش yield strength in
+
+27
+00:01:48,690 --> 00:01:52,930
+compression بستخدم ال ductile columnar theory هذا
+
+28
+00:01:52,930 --> 00:01:56,610
+الجهة اليمين الجهة الشمال في حالة ال material
+
+29
+00:01:56,610 --> 00:02:01,790
+brittle for conservative solution بستخدم ال
+
+30
+00:02:01,790 --> 00:02:05,890
+brittle columnar theory for more accurate less
+
+31
+00:02:05,890 --> 00:02:09,350
+conservative solution بستخدم اللي هي ال modified
+
+32
+00:02:09,350 --> 00:02:15,600
+Mohr theory حكينا على ال maximum normal stress
+
+33
+00:02:15,600 --> 00:02:18,160
+theory، ال maximum normal stress theory بتحكي إنه
+
+34
+00:02:18,160 --> 00:02:23,900
+بيصير yielding لمن ال maximum principle stress في
+
+35
+00:02:23,900 --> 00:02:26,620
+ال stress element، في ال mechanical part الحقيقي
+
+36
+00:02:26,620 --> 00:02:31,060
+يتخطى ال yield strength، بيصير عندي إيش؟ failure
+
+37
+00:02:34,220 --> 00:02:37,500
+في الربيع الرابع لما يكون عندي في حالة two D state
+
+38
+00:02:37,500 --> 00:02:42,720
+of stress لما يكون عندي واحد stress موجب و stress
+
+39
+00:02:42,720 --> 00:02:49,810
+سالب ال theory predict ال failure متأخر يعني بيكون
+
+40
+00:02:49,810 --> 00:02:52,350
+ساير failure و مخلص و هي لسه بتحكي لك فيش failure
+
+41
+00:02:52,350 --> 00:02:57,950
+معناته مش safe ان انا استخدم هذه ال theory ال
+
+42
+00:02:57,950 --> 00:03:01,850
+maximum shear stress theory بتحكي ان yielding ببدأ
+
+43
+00:03:01,850 --> 00:03:04,610
+لما ال maximum shear stress في ال stress element
+
+44
+00:03:04,610 --> 00:03:09,760
+في ال mechanical part تحت الدراسة بتخطأ ال maximum
+
+45
+00:03:09,760 --> 00:03:14,760
+shear stress fit in style test specimen بصير عندي
+
+46
+00:03:14,760 --> 00:03:18,880
+failure يعني هتكون لما ال tau maximum بساوي SY
+
+47
+00:03:18,880 --> 00:03:25,200
+على 2 بصير عندي failure طبعا
+
+48
+00:03:26,510 --> 00:03:29,550
+في كل حال لازم نولد لبناس و لسترس ال sigma 1,
+
+49
+00:03:29,650 --> 00:03:32,530
+sigma 2, sigma 3 عشان أحصل على sigma 1, sigma 2, sigma
+
+50
+00:03:32,530 --> 00:03:37,670
+3، بلزمنا Mohr circle to find sigma 1, sigma 2 و
+
+51
+00:03:37,670 --> 00:03:43,290
+sigma 3، بعدين برتبهم ترتيب بحيث sigma 1 أكبر من
+
+52
+00:03:43,290 --> 00:03:46,940
+sigma 2 أكبر من sigma 3 و ال maximum shear stress
+
+53
+00:03:46,940 --> 00:03:50,660
+بيكون بساوي سيجما واحد ناقص سيجما تلاتة على اتنين لازم
+
+54
+00:03:50,660 --> 00:03:53,820
+يكون أكبر أو يساوي SY على اتنين و بعدين أخدنا
+
+55
+00:03:53,820 --> 00:03:57,060
+الحالة الخاصة اللي هي 2D state of stress هي عندي
+
+56
+00:03:57,060 --> 00:04:02,080
+بس two principle of stress sigma a و sigma b في
+
+57
+00:04:02,080 --> 00:04:07,600
+تلت حالات إنه .. ان يكون sigma a و sigma b موجبين
+
+58
+00:04:08,400 --> 00:04:11,400
+معناته sigma 1 بتكون بساوي sigma a و sigma 3 بتكون
+
+59
+00:04:11,400 --> 00:04:15,440
+بساوى صفر و بيصير عندي failure لما sigma a أكبر أو
+
+60
+00:04:15,440 --> 00:04:19,160
+يساوي SY الحالة التانية واحدة موجبة بواحدة سالبة
+
+61
+00:04:19,160 --> 00:04:22,740
+بكون الحالة دي sigma 1 اللي هي sigma a و sigma 3
+
+62
+00:04:22,740 --> 00:04:25,820
+اللي هي sigma b و بيصير failure عندي لما sigma a
+
+63
+00:04:25,820 --> 00:04:30,160
+ناقص sigma b أكبر أو يساوي SY الحالة التالتة إنه
+
+64
+00:04:30,160 --> 00:04:33,840
+التنتين سالبين يعني صفر أكبر من sigma a أكبر من
+
+65
+00:04:33,840 --> 00:04:37,090
+sigma b بالحد دي sigma واحد بيستوي صفر و sigma
+
+66
+00:04:37,090 --> 00:04:41,590
+تلاتة بيستوي sigma b failure بيصير لما sigma b
+
+67
+00:04:41,590 --> 00:04:49,010
+أقل أو يساوي ناقص SY طيب
+
+68
+00:04:52,150 --> 00:05:00,810
+إذا we plot experimental data مع وجود ال failure
+
+69
+00:05:00,810 --> 00:05:04,450
+profile في حالة ال maximum shear stress theory
+
+70
+00:05:04,450 --> 00:05:08,710
+بنلاحظ أن ال experimental data الحقيقية برا في
+
+71
+00:05:08,710 --> 00:05:12,110
+منطقة ال failure سواء في الربيع الأول أو الرابع
+
+72
+00:05:12,110 --> 00:05:16,110
+الرابع معناته ال maximum shear stress theory
+
+73
+00:05:16,110 --> 00:05:20,800
+predict تتوقع الفيلير مبكر يعني بتحكيلك أنه في
+
+74
+00:05:20,800 --> 00:05:23,320
+فيلير و لسه ما صار فيلير معناته هي إيش بقى اللي
+
+75
+00:05:23,320 --> 00:05:28,860
+قاعدة محافظة يعني هنا .. هنا مثلا حاكي أنه في
+
+76
+00:05:28,860 --> 00:05:33,600
+فيلير لكن حقيقة صار فيلير بعد هيك معناته it is a
+
+77
+00:05:33,600 --> 00:05:35,240
+conservative theory
+
+78
+00:05:38,210 --> 00:05:40,250
+اليوم الموضوع الجديد هنحكي على ال distortion
+
+79
+00:05:40,250 --> 00:05:44,390
+energy theory distortion energy theory ال
+
+80
+00:05:44,390 --> 00:05:47,450
+distortion energy theory لها أكثر من اسم يعني شائع
+
+81
+00:05:47,450 --> 00:05:52,970
+في الكتب و المراجع العلمية و هي ال other names زي
+
+82
+00:05:52,970 --> 00:05:56,750
+ال octahedral shear stress theory أو ال shear
+
+83
+00:05:56,750 --> 00:06:02,450
+energy theory أو ال von Mises أو von Mises Hencky
+
+84
+00:06:02,450 --> 00:06:06,990
+هذه أسماء لنفس النظرية
+
+85
+00:06:08,920 --> 00:06:13,340
+اللي عن الفكرة فيها إن ال ductile materials
+
+86
+00:06:13,340 --> 00:06:16,240
+stressed hydrostatically exhibit yield strength
+
+87
+00:06:16,240 --> 00:06:19,860
+greatly in excess of expected values، إذا إيش عن
+
+88
+00:06:19,860 --> 00:06:22,880
+hydrostatic يعني؟ إذا عندي stress element
+
+89
+00:06:38,210 --> 00:06:40,790
+فعملتله stress من كل جهة .. hydrostatic stress
+
+90
+00:06:40,790 --> 00:06:50,210
+يعني pressure متساوي من كل جهة هاي sigma sigma
+
+91
+00:06:50,210 --> 00:06:53,750
+sigma
+
+92
+00:06:53,750 --> 00:06:59,570
+sigma
+
+93
+00:07:09,150 --> 00:07:16,610
+فبيصير إذا فاكرين إننا حكينا epsilon x بساوي واحد
+
+94
+00:07:16,610 --> 00:07:21,010
+على E في
+
+95
+00:07:21,010 --> 00:07:30,610
+sigma x ناقص μ في sigma y زائد sigma z وهكذا
+
+96
+00:07:30,610 --> 00:07:31,370
+epsilon y
+
+97
+00:07:34,970 --> 00:07:41,510
+بساوي واحد على E في sigma y ناقص μ في sigma x
+
+98
+00:07:41,510 --> 00:07:49,830
+زائد sigma z و epsilon z بساوي واحد على E في sigma z
+
+99
+00:07:49,830 --> 00:07:58,080
+ناقص μ في sigma x زائد sigma y يعني due to
+
+100
+00:07:58,080 --> 00:08:04,320
+poison effect بيكون strain في التجاهات الثانية لكن
+
+101
+00:08:04,320 --> 00:08:11,840
+أنا في الحالة هذه عندي خلنا نحكي epsilon x هتكون
+
+102
+00:08:11,840 --> 00:08:16,180
+عندي
+
+103
+00:08:16,180 --> 00:08:22,500
+هنا واحد على E في sigma
+
+104
+00:08:30,460 --> 00:08:40,440
+السيجما زائد سيجما صح؟ يعني هتكون واحد على E في
+
+105
+00:08:40,440 --> 00:08:48,800
+أو في السيجما في واحد ناقص 2μ يعني نتيجة
+
+106
+00:08:48,800 --> 00:08:51,220
+إنهم بيعملوا compression يعني لو بيعملوا
+
+107
+00:08:51,220 --> 00:08:55,760
+compression بيحاول ال other dimensions يزيد، في ال
+
+108
+00:08:55,760 --> 00:08:59,880
+stress بتاعنا بتنزل، بتقل، فبيصير ال element
+
+109
+00:08:59,880 --> 00:09:05,060
+يتحمل و بيصير ال failure يعني أكثر بكثير من ما هو
+
+110
+00:09:05,060 --> 00:09:11,120
+متوقع نتيجة وجود ال hydrostatic stress لإن أنا بقى
+
+111
+00:09:11,120 --> 00:09:15,340
+شد زي هيك بيصير contraction بكون واحد ال stress
+
+112
+00:09:15,340 --> 00:09:20,320
+التاني بشد بالشكل هذا يعني بيقل بيقل و
+
+113
+00:09:20,320 --> 00:09:27,380
+بالتالي ال .. ال .. ال expected .. ال .. يعني بيصير
+
+114
+00:09:27,380 --> 00:09:30,280
+failure أعلى بكثير من ما هو متوقع محتاج ال stress
+
+115
+00:09:30,280 --> 00:09:36,460
+عالي جدا عشان يصير عندي failure failure لأن إذا
+
+116
+00:09:36,460 --> 00:09:41,700
+عندي element unstressed يعني عليه loading مش مضغوط
+
+117
+00:09:41,700 --> 00:09:49,920
+يكون كله متساوي بيكون في طبعا تخزين للطاقة ال stress
+
+118
+00:09:49,920 --> 00:09:55,100
+بيكون في عندي تخزين للطاقة الطاقة ممكن أعملها جزء
+
+119
+00:09:55,100 --> 00:10:01,060
+اسمه اللي هو volume changing energy و جزء ثاني
+
+120
+00:10:01,060 --> 00:10:06,300
+اللي هي angular distortion energy يعني جزء بيحاول
+
+121
+00:10:06,300 --> 00:10:11,000
+يغير ال volume و جزء بيحاول يغير الشكل distortion
+
+122
+00:10:11,000 --> 00:10:12,700
+بيغير الشكل
+
+123
+00:10:16,020 --> 00:10:22,380
+الآن الجزء اللي بيغير الحجم هيكون زي ما حكينا هنا
+
+124
+00:10:22,380 --> 00:10:30,260
+قيمته صغيرة ال distortion energy هتكون أكبر بكثير
+
+125
+00:10:30,260 --> 00:10:36,500
+من ال .. من اللي هو ال volume changing energy و
+
+126
+00:10:36,500 --> 00:10:40,660
+التالي yielding بشكل أساسي بتأثر بقيمة ال
+
+127
+00:10:40,660 --> 00:10:45,660
+distortion energy الثاني ما تصيرش إلا لما نكون في
+
+128
+00:10:45,660 --> 00:10:50,240
+واحد مش متساوي جاينلها لإن أنا عندي .. هاي .. هاي
+
+129
+00:10:50,240 --> 00:10:54,680
+عندي element أنا هحط عليه ال normal stresses سيجما
+
+130
+00:10:54,680 --> 00:11:01,440
+واحد سيجما اثنين و سيجما ثلاثة ممكن أعمل .. اه جاي
+
+131
+00:11:01,440 --> 00:11:08,040
+احكي في عندي سيجما
+
+132
+00:11:08,040 --> 00:11:16,690
+average بساوي سيجما واحد زائد سيجما اثنين زائد
+
+133
+00:11:16,690 --> 00:11:21,450
+سيجما ثلاثة على ثلاثة تعرف سيجما average بساوي
+
+134
+00:11:21,450 --> 00:11:24,170
+سيجما واحد زائد سيجما اثنين زائد سيجما ثلاثة على
+
+135
+00:11:24,170 --> 00:11:27,870
+ثلاثة و اجي احكي ان هذا ال element سيجما واحد
+
+136
+00:11:27,870 --> 00:11:33,250
+سيجما اثنين سيجما ثلاثة كأنه اعمل superposition في
+
+137
+00:11:33,250 --> 00:11:37,520
+element عليه ال sigma average و ال element الثاني
+
+138
+00:11:37,520 --> 00:11:41,780
+عليه sigma 2 ناقص sigma average، sigma 1 معناه
+
+139
+00:11:41,780 --> 00:11:43,900
+sigma average، sigma 3 ناقص sigma average، لما
+
+140
+00:11:43,900 --> 00:11:49,510
+أجمعهم هتروح هيعطينا ال element هذا معناته هذا اللي 
+
+141
+00:11:49,510 --> 00:11:53,590
+عليه ال stress متساوى من كل الجهات هذا يمثل ال
+
+142
+00:11:53,590 --> 00:12:00,250
+hydrostatic component هذا
+
+143
+00:12:00,250 --> 00:12:03,750
+طبعًا ال total effect هنا ال total effect هيكون جزء
+
+144
+00:12:03,750 --> 00:12:08,550
+hydrostatic  والتاني هيكون distortion effect
+
+145
+00:12:14,970 --> 00:12:18,270
+الآن ال .. ال .. احنا حكينا ال sigma R يساوي sigma
+
+146
+00:12:18,270 --> 00:12:24,030
+1 زي sigma 2 زي sigma 3 على 3 الآن ال U نرجع 
+
+147
+00:12:24,030 --> 00:12:39,930
+للمعادلات ال total strain energy ال
+
+148
+00:12:39,930 --> 00:12:45,370
+total strain energy طبعًا نفسي في ال elastic region
+
+149
+00:12:45,370 --> 00:12:49,530
+اللي هو نص القاعدة × الارتفاع طبعًا ال total strain 
+
+150
+00:12:49,530 --> 00:13:00,630
+per unit volume هتكون U تساوي نص في ال
+
+151
+00:13:00,630 --> 00:13:09,350
+strain اتجاه ال one أبسلون واحد × سيجما واحد زائد أبسلون
+
+152
+00:13:09,350 --> 00:13:17,600
+اتنين × سيجما اتنين زائد أبسلون تلاتة × سيجما تلاتة
+
+153
+00:13:19,370 --> 00:13:24,470
+الأبسلون واحد احنا حكيناها تساوي واحد على E في 
+
+154
+00:13:24,470 --> 00:13:30,970
+سيجما واحد - ν في سيجما اتنين + سيجما تلاتة
+
+155
+00:13:30,970 --> 00:13:38,830
+والأبسلون اتنين تساوي واحد على E في سيجما اتنين - ν
+
+156
+00:13:38,830 --> 00:13:46,370
+في سيجما واحد + سيجما تلاتة والأبسلون تلاتة تساوي واحد
+
+157
+00:13:46,370 --> 00:13:52,690
+على E في سيجما تلاتة - ν في سيجما واحد
+
+158
+00:13:52,690 --> 00:13:57,130
++ سيجما اتنين إذا بعوض في المعادلات هذه بيصير
+
+159
+00:13:57,130 --> 00:14:02,510
+ال total strain energy في ال element U تساوي نص
+
+160
+00:14:02,510 --> 00:14:07,490
+في حجم
+
+161
+00:14:09,540 --> 00:14:13,700
+هاخد اي تحت اظهر اي ما هي موجودة فيهم كلهم مظبوط 
+
+162
+00:14:13,700 --> 00:14:17,280
+هيكون
+
+163
+00:14:17,280 --> 00:14:27,220
+عنده أبسلون واحد × سيجما واحد هتكون سيجما واحد تربيع
+
+164
+00:14:27,220 --> 00:14:30,260
+وعندي
+
+165
+00:14:30,260 --> 00:14:37,720
+هان سيجما واحد تربيع - μ سيجما واحد سيجما 
+
+166
+00:14:37,720 --> 00:14:49,320
+اتنين - μ سيجما واحد سيجما تلاتة + أبسلون
+
+167
+00:14:49,320 --> 00:14:56,120
+من اتنين × سيجما اتنين هتكون سيجما اتنين تربيع - 
+
+168
+00:14:56,120 --> 00:15:01,780
+μ سيجما واحد سيجما
+
+169
+00:15:01,780 --> 00:15:10,190
+واحد سيجما اتنين - μ سيجما اتنين سيجما تلاتة
+
+170
+00:15:10,190 --> 00:15:17,830
++ التالتة + سيجما تلاتة تربيع - μ سيجما
+
+171
+00:15:17,830 --> 00:15:25,910
+واحد سيجما تلاتة - μ سيجما اتنين سيجما تلاتة
+
+172
+00:15:29,570 --> 00:15:35,530
+يعني أنا هيكون واحد على اتنين E في سيجما واحد تربيع
+
+173
+00:15:35,530 --> 00:15:42,210
++ سيجما اتنين تربيع + سيجما تلاتة تربيع - ν
+
+174
+00:15:42,210 --> 00:15:46,190
+في اتنين
+
+175
+00:15:46,190 --> 00:15:54,730
+ν يعني هذه مع هذه sigma واحد sigma اتنين +
+
+176
+00:15:54,730 --> 00:16:00,390
+sigma واحد sigma تلاتة + sigma اتنين sigma
+
+177
+00:16:00,390 --> 00:16:13,130
+تلاتة هذا ال total strain energy الآن 
+
+178
+00:16:15,140 --> 00:16:21,020
+عشان احسب اللي هي strain energy due to volume
+
+179
+00:16:21,020 --> 00:16:25,280
+change يعني هتكون ال pressure او ال stress
+
+180
+00:16:25,280 --> 00:16:31,520
+هيدروستاتيك stress يعني هتكون ال U due to volume
+
+181
+00:16:31,520 --> 00:16:36,500
+change يعني هتكون السجم واحد .. هذا كله السجم صح؟ سواء
+
+182
+00:16:36,500 --> 00:16:45,820
+واحد على اتنين E في تلاتة sigma average تربيع
+
+183
+00:16:45,820 --> 00:16:48,840
+-
+
+184
+00:16:48,840 --> 00:16:54,820
+ν في
+
+185
+00:16:54,820 --> 00:16:58,920
+هتكون sigma average تربيع تلاتة سيجما ايه؟ × تلاتة 
+
+186
+00:16:58,920 --> 00:17:04,800
+تلاتة sigma average تربيع
+
+187
+00:17:07,110 --> 00:17:15,190
+يعني هتكون تساوي تلاتة sigma average تربيع على
+
+188
+00:17:15,190 --> 00:17:27,670
+اتنين E في 1 - 2 ν هيك مظبوط معناته
+
+189
+00:17:27,670 --> 00:17:33,170
+ال strain energy due to volume  U distortion هتكون
+
+190
+00:17:33,170 --> 00:17:34,130
+ال U الكلية
+
+191
+00:17:43,020 --> 00:17:47,140
+الـ U الكلية اللي هي هذه
+
+192
+00:17:49,810 --> 00:17:53,430
+وهرجع اعوض عن sigma average sigma 1 زي sigma 2 زي
+
+193
+00:17:53,430 --> 00:18:00,210
+sigma 3 لكل تربيع واعمل تبسيط جبري اللي بتصف
+
+194
+00:18:00,210 --> 00:18:11,090
+المعادلة ال U distortion تساوي U على 3E في sigma 1
+
+195
+00:18:11,090 --> 00:18:15,270
+- sigma 2 لكل تربيع زي sigma 2 - sigma 3 لكل
+
+196
+00:18:15,270 --> 00:18:18,630
+تربيع زي السيجما تلاتة - sigma واحد لكل 
+
+197
+00:18:18,630 --> 00:18:21,470
+تربيع على 2 هذه distortion energy في ال
+
+198
+00:18:21,470 --> 00:18:25,230
+element لو
+
+199
+00:18:25,230 --> 00:18:28,930
+جبت ال tension test دلتا اسحب فيه وعملت tensile
+
+200
+00:18:28,930 --> 00:18:34,530
+test عملت tensile test ال Mohr circle في حالة 
+
+201
+00:18:34,530 --> 00:18:47,470
+tensile test سيكون هيه مظبوط هاي السيجما واحد و صفر
+
+202
+00:18:47,470 --> 00:18:52,890
+يعني هيكون element زي
+
+203
+00:18:52,890 --> 00:19:00,090
+هيك طبعًا في حالة ال test specimen سيجما واحد ه
+
+204
+00:19:00,090 --> 00:19:06,230
+يكون ساوي Sy مظبوط يعني at failure for test
+
+205
+00:19:06,230 --> 00:19:13,410
+specimen بيصير ال distortion
+
+206
+00:19:13,410 --> 00:19:23,750
+energy at yielding بتكون تساوي 1 + ν على
+
+207
+00:19:23,750 --> 00:19:28,150
+3E طيب أنا حاول سيجما اتنين صفر و سيجما
+
+208
+00:19:28,150 --> 00:19:35,170
+تلاتة صفر صح هيكون دي سيجما واحد تربيع يعني 2 
+
+209
+00:19:35,170 --> 00:19:38,170
+سيجما واحد تربيع على 2 يعني سيجما واحد تربيع
+
+210
+00:19:38,170 --> 00:19:44,910
+تحت الجذر أو أو مش تحت الجذر زي ما هي هتكون سيجما
+
+211
+00:19:44,910 --> 00:19:53,520
+واحد تربيع أو Sy تربيع صح ال distortion energy
+
+212
+00:19:53,520 --> 00:20:00,420
+theory بتحكي بيصير failure أو yielding لما ال
+
+213
+00:20:00,420 --> 00:20:05,180
+distortion energy لل element تحت الدراسة في ال
+
+214
+00:20:05,180 --> 00:20:09,100
+mechanical part اللي احنا بندرس فيه بيساوي ال
+
+215
+00:20:09,100 --> 00:20:17,280
+distortion energy ل Tensile test specimen at 
+
+216
+00:20:17,280 --> 00:20:22,800
+yielding يعني لما هذه .. بيصير فيه لما هذه .. لما
+
+217
+00:20:22,800 --> 00:20:26,720
+.. اللي هو واحد زي الدنيا على 3E في sigma
+
+218
+00:20:26,720 --> 00:20:29,200
+واحد - sigma اتنين لكل تربيع زي sigma اتنين
+
+219
+00:20:29,200 --> 00:20:32,760
+- sigma اتنين لكل تربيع زي sigma اتنين -
+
+220
+00:20:32,760 --> 00:20:35,740
+sigma اتنين لكل تربيع على 2 تكون أكبر أو يساوي
+
+221
+00:20:35,740 --> 00:20:40,940
+هذه معناته هتختصر بين الطرفين 1 + ν على
+
+222
+00:20:40,940 --> 00:20:49,280
+3E 1 + ν على 3E يعني هتظل
+
+223
+00:20:49,280 --> 00:20:54,760
+عندي انه سيجما واحد - سيجما اتنين لكل تربيع زي
+
+224
+00:20:54,760 --> 00:20:58,020
+سيجما اتنين - سيجما تلاتة لكل تربيع زي سيجما
+
+225
+00:20:58,020 --> 00:21:01,160
+تلاتة - سيجما واحد لكل تربيع على 2 لكل اس
+
+226
+00:21:01,160 --> 00:21:04,400
+نص أكبر أو يساوي اسوأ بيصير عندي failure بيصير عندي
+
+227
+00:21:04,400 --> 00:21:06,000
+failure
+
+228
+00:21:08,270 --> 00:21:14,490
+الـ Term اللي على الشمال هنرمز له برمز نسميه sigma 
+
+229
+00:21:14,490 --> 00:21:19,630
+prime sigma prime اللي هو اللي هو كل ال Term اللي 
+
+230
+00:21:19,630 --> 00:21:23,110
+هو sigma واحد - sigma اتنين لكل تربيع زي sigma
+
+231
+00:21:23,110 --> 00:21:26,570
+اتنين - sigma تلاتة لكل تربيع زي sigma تلاتة
+
+232
+00:21:26,570 --> 00:21:29,890
+- sigma واحد لكل تربيع على 2 لكل اس نص هذا
+
+233
+00:21:29,890 --> 00:21:35,210
+بيسميه von Mises von Mises stress von Mises 
+
+234
+00:21:35,210 --> 00:21:44,870
+stress معناته ال theory بتحكي انه بيصير failure لما
+
+235
+00:21:44,870 --> 00:21:49,130
+ال von Mises stress exceed ال yield strength، ال
+
+236
+00:21:49,130 --> 00:21:55,490
+von Mises stress exceed ال yield strength يعني أنا
+
+237
+00:21:55,490 --> 00:22:03,310
+حولت ل 3D .. 3D state of stress ل one component of
+
+238
+00:22:03,310 --> 00:22:06,170
+stress سميتها von Mises، one component .. سميتها 
+
+239
+00:22:06,170 --> 00:22:08,930
+von Mises stress عشان اقارنها ..  أ ..  أ ..  أ ..
+
+240
+00:22:08,930 --> 00:22:10,590
+أقارنها مع ال yield strength
+
+241
+00:22:15,460 --> 00:22:19,340
+في حالة two D state of stress اللي حكيتها two D state 
+
+242
+00:22:19,340 --> 00:22:23,120
+of stress يعني إن دي sigma واحد بتساوي sigma A و sigma
+
+243
+00:22:23,120 --> 00:22:25,760
+اتنين بتساوي sigma B و sigma تلاتة بتساوي صفر
+
+244
+00:22:25,760 --> 00:22:34,970
+يعني هذا هيكون صفر وهذا الصفر يبسط بيصير ال volume
+
+245
+00:22:34,970 --> 00:22:38,050
+von Mises stress في حالة two D state of stress بتساوي 
+
+246
+00:22:38,050 --> 00:22:41,930
+sigma a تربيع - sigma a sigma b + sigma b
+
+247
+00:22:41,930 --> 00:22:45,370
+تربيع الكل اس نص طبعًا أنا ممكن أواجه دي volume von Mises 
+
+248
+00:22:45,370 --> 00:22:48,830
+stress مباشرة من ال state و ال stress الأصلية فأنا
+
+249
+00:22:48,830 --> 00:22:52,590
+ال stress الأصلية بيكون دي sigma x و sigma y و 
+
+250
+00:22:52,590 --> 00:22:57,470
+sigma z τxy τxz τyz ممكن مباشرة من خلال 
+
+251
+00:22:57,470 --> 00:23:07,010
+معادلة هذه بس أنا بفضل إنه أوجد عشان أضلك ماشي مع
+
+252
+00:23:07,010 --> 00:23:10,330
+ال physical meaning تبعه أوجد احسب وأقولش ال
+
+253
+00:23:10,330 --> 00:23:12,310
+principles اللي بيحسب سيجما واحد و سيجما اتنين و سيجما
+
+254
+00:23:12,310 --> 00:23:14,530
+تلاتة وضلك ماسك في المعادلة الأصلية
+
+255
+00:23:19,000 --> 00:23:21,520
+احنا حكينا ال volume of stresses هو single
+
+256
+00:23:21,520 --> 00:23:26,460
+effective stress for the entire general state of
+
+257
+00:23:26,460 --> 00:23:31,120
+stress in a stress element يعني هو stress معبر عن
+
+258
+00:23:31,120 --> 00:23:35,960
+ال entire state of stress و ال distortion بيصير 
+
+259
+00:23:35,960 --> 00:23:38,700
+تستعملها وتحكي انه بيصير failure لما ال volume of 
+
+260
+00:23:38,700 --> 00:23:43,420
+stress sigma prime يكون أكبر أو يساوي Sy اذا حطيت
+
+261
+00:23:43,420 --> 00:23:47,520
+factor of safety بتكون ال sigma prime بتساوي Sy
+
+262
+00:23:47,520 --> 00:23:48,660
+على N
+
+263
+00:23:52,890 --> 00:23:55,190
+لإن في حالة two D state of stress ال volume von Mises
+
+264
+00:23:55,190 --> 00:23:57,690
+stress .. ال volume von Mises ال stress sigma .. ال
+
+265
+00:23:57,690 --> 00:24:00,430
+sigma نفسه هو sigma a تربيع - sigma a sigma b
+
+266
+00:24:00,430 --> 00:24:04,290
++ sigma b التربيع كل اس نص هذه المعادلة
+
+267
+00:24:07,390 --> 00:24:11,370
+at failure هذا بيكون يساوي sy at failure هذا بيكون
+
+268
+00:24:11,370 --> 00:24:18,790
+يساوي ايش؟ sy اذا بربع الطرفين بيصير اندي sy تربيع 
+
+269
+00:24:18,790 --> 00:24:25,310
+بتساوي sigma a تربيع - sigma a sigma b +
+
+270
+00:24:25,310 --> 00:24:31,790
+sigma b تربيع بتساوي sy تربيع هذه معادلة شكل
+
+271
+00:24:31,790 --> 00:24:35,850
+بيضاوي ال major axis بتاعه ميل بزاوية 45 
+
+272
+00:24:35,850 --> 00:24:42,770
+درجة اللي هو ال ellipse هذا طبعًا هذه الخط المتقطعة 
+
+273
+00:24:42,770 --> 00:24:46,510
+اللي هي ايش ال maximum shear stress theory ال
+
+274
+00:24:46,510 --> 00:24:51,110
+ellipse هو distortion energy theory لحظة ال
+
+275
+00:24:51,110 --> 00:24:56,830
+experimental data fits accurately اللي هي
+
+276
+00:24:56,830 --> 00:25:01,910
+distortion energy theory ال shear .. ال maximum
+
+277
+00:25:01,910 --> 00:25:08,030
+shear stress theory ال experimental data جاي برة
+
+278
+00:25:08,030 --> 00:25:10,110
+يعني عند .. ال .. ال maximum shear stress theory
+
+279
+00:25:10,110 --> 00:25:15,890
+بتتنبأ بالفيلر بشكل مبكر، عشان هيك it is more 
+
+280
+00:25:15,890 --> 00:25:19,570
+conservative، less accurate، ال maximum shear stress 
+
+281
+00:25:19,570 --> 00:25:24,050
+energy theory it fits ال experimental data more
+
+282
+00:25:24,050 --> 00:25:31,070
+accurately ال accuracy زادت بس العنصر المخاطرة 
+
+283
+00:25:31,070 --> 00:25:37,450
+بيزيد ولا بيقل؟ هيزيد conservative يعني العنصر
+
+284
+00:25:37,450 --> 00:25:43,510
+المخاطرة إليه بيكون أقل معناه ال distortion energy
+
+285
+00:25:43,510 --> 00:25:47,650
+curve is typical of the experimental data
+
+286
+00:25:52,800 --> 00:25:58,000
+for pure shear loading يعني اذا عندي مثلا الشافت
+
+287
+00:25:58,000 --> 00:26:03,380
+بعمل pure shear اذا بكون under distortion بكون
+
+288
+00:26:03,380 --> 00:26:05,220
+pure shear يعني اذا اخدت element
+
+289
+00:26:22,280 --> 00:26:30,700
+لاخذ element under pure shear هذا
+
+290
+00:26:30,700 --> 00:26:35,860
+pure shear لن
+
+291
+00:26:35,860 --> 00:26:39,040
+يكون فيه نوع من stress معناه ال more circle بتاعته
+
+292
+00:26:39,040 --> 00:26:46,660
+هتكون دائرة في المركز هذا ال more circle for pure
+
+293
+00:26:46,660 --> 00:26:48,160
+shear
+
+294
+00:26:51,340 --> 00:26:58,280
+هذه ال sigma a وهذه ال sigma b sigma a بستوى sigma
+
+295
+00:26:58,280 --> 00:27:04,520
+b في القلمس واحدة موجبة واحدة ايش سالبة يعني ال
+
+296
+00:27:04,520 --> 00:27:11,040
+loading بتكون sigma b بستوى minus sigma a
+
+297
+00:27:21,090 --> 00:27:27,530
+هذه ال master shear وهذه ال
+
+298
+00:27:27,530 --> 00:27:30,550
+distortion energy ال loading line ال slope minus
+
+299
+00:27:30,550 --> 00:27:38,150
+واحد يعني هتكون زي هيك ال slope هذا ال loading
+
+300
+00:27:38,150 --> 00:27:47,370
+line معناته
+
+301
+00:27:47,370 --> 00:27:47,970
+في حالة
+
+302
+00:27:50,570 --> 00:27:58,210
+ال maximum shear stress theory هذا نقطة ايه؟ الفعل
+
+303
+00:27:58,210 --> 00:28:01,290
+يعني، صح؟
+
+304
+00:28:11,920 --> 00:28:21,120
+بكون الساوى هي sigma a minus sigma b على اتنين صح
+
+305
+00:28:21,120 --> 00:28:29,740
+بتساوى sigma a minus minus sigma a على اتنين يعني
+
+306
+00:28:29,740 --> 00:28:35,380
+ايش الساوى sigma a هي الميلا هي نصف القطر sigma a
+
+307
+00:28:35,380 --> 00:28:38,460
+يعني
+
+308
+00:28:38,460 --> 00:28:39,720
+هدا هتكون sigma a
+
+309
+00:28:44,020 --> 00:28:48,740
+إذا كنت انا أحيانا عندي sigma a هاي sigma a هاي
+
+310
+00:28:48,740 --> 00:28:54,600
+sigma b في الرابع الرابع بيكون واحدة بتكون sigma a
+
+311
+00:28:54,600 --> 00:29:02,380
+أكبر من صفر أكبر
+
+312
+00:29:02,380 --> 00:29:07,320
+من sigma b صح؟ معناه ال tau maximum في الرابع
+
+313
+00:29:07,320 --> 00:29:07,680
+الرابع
+
+314
+00:29:10,370 --> 00:29:16,630
+بالساوية sigma a minus sigma b على اتنين at
+
+315
+00:29:16,630 --> 00:29:21,470
+failure بيكون الساوى عند ال SY على اتنين يعني
+
+316
+00:29:21,470 --> 00:29:31,150
+sigma a minus sigma b بالساوية SY هذا الخط ايش معدلته
+
+317
+00:29:31,150 --> 00:29:34,250
+sigma
+
+318
+00:29:34,250 --> 00:29:40,410
+b بساوى minus sigma a اذا بعود في المعادلة عند النقطة
+
+319
+00:29:40,410 --> 00:29:47,990
+هذه تتحقق هذا الخط بيحققها وهذا الخط بيحققها اذا
+
+320
+00:29:47,990 --> 00:29:51,550
+بعود في معادلة الخط هذا بتاع ال maximum shear
+
+321
+00:29:51,550 --> 00:29:59,310
+بالسيران دي هنا sigma
+
+322
+00:29:59,310 --> 00:29:59,650
+a
+
+323
+00:30:06,120 --> 00:30:14,940
+سيجما ايه؟ minus هتكون زائد سيجما
+
+324
+00:30:14,940 --> 00:30:20,200
+ايه؟
+
+325
+00:30:20,200 --> 00:30:29,950
+مظبوط بالساوية sy يعني اتنين سيجما ايه بالساوية SY
+
+326
+00:30:29,950 --> 00:30:36,950
+يعني السيجما ايه بالساوية SY على اتنين وهنا حكينا
+
+327
+00:30:36,950 --> 00:30:41,630
+في pure shear element بتكون السيجما ايه ايش
+
+328
+00:30:41,630 --> 00:30:44,350
+الساوى tau maximum
+
+329
+00:30:48,590 --> 00:30:55,570
+معناته ال yield strength in shear في حال استخدمت
+
+330
+00:30:55,570 --> 00:31:03,090
+ال maximum shear stress يبتكون ال S S Y بتكون
+
+331
+00:31:03,090 --> 00:31:11,390
+تساوي bond five S Y في حالة maximum shear stress
+
+332
+00:31:11,390 --> 00:31:16,070
+theory طب في حالة ال distortion الفيلير يحصل هنا
+
+333
+00:31:16,070 --> 00:31:23,200
+صح؟ failure بيصير هنا بيصير failure لما sigma prime
+
+334
+00:31:23,200 --> 00:31:32,360
+اللي هو بيساوي sigma a تربيع minus sigma a sigma b
+
+335
+00:31:32,360 --> 00:31:40,880
+زائد sigma b تربيع بيساوي SY صح؟ هذا في حد ال
+
+336
+00:31:40,880 --> 00:31:48,650
+distortion energy طيب هكون عندي sigma a تربيع الكل اس
+
+337
+00:31:48,650 --> 00:31:59,090
+نص طبعا هتكون minus minus plus sigma a تربيع plus
+
+338
+00:31:59,090 --> 00:32:09,530
+sigma a تربيع اس نص بالساوة sy يعني هكون تلاتة
+
+339
+00:32:11,160 --> 00:32:18,340
+جزر تلاتة سيجما ايه بالثاوية SY واحنا حاولنا في ال
+
+340
+00:32:18,340 --> 00:32:21,660
+pure torsion case بتكون السيجما ايه بالثاوية tao
+
+341
+00:32:21,660 --> 00:32:29,660
+max يعني tao max في هذا الوقت هتكون SY على جزر
+
+342
+00:32:29,660 --> 00:32:37,400
+التلاتة يعني هتكون point خمسة سبعة سبعة SY هذي
+
+343
+00:32:37,400 --> 00:32:42,000
+الثاوية الـ yield strength in shear في حالة ال
+
+344
+00:32:42,000 --> 00:32:44,380
+distortion energy theory ال yield strength in
+
+345
+00:32:44,380 --> 00:32:51,200
+shear بتكون تساوي point خمسة سبعة سبعة SY
+
+346
+00:32:53,930 --> 00:32:56,790
+بنحكي هنا في حالة ال maximum shear stress theory ال S S
+
+347
+00:32:56,790 --> 00:33:03,570
+Y بيساوي نص ال S Y في حالة اللي احنا .. في حالة هي
+
+348
+00:33:03,570 --> 00:33:05,870
+.. هي .. هي التمثل ال ال strength هذى يعني ال
+
+349
+00:33:05,870 --> 00:33:11,270
+strength in shear بتكون سابونة خمسة سابعة سابعة S
+
+350
+00:33:11,270 --> 00:33:15,330
+Y خلينا
+
+351
+00:33:15,330 --> 00:33:15,990
+نشوف مثال
+
+352
+00:33:33,440 --> 00:33:40,140
+a hot rolled steel عند steel has a yield strength
+
+353
+00:33:40,140 --> 00:33:47,060
+عند ال yield strength in tension بستوى ال yield
+
+354
+00:33:47,060 --> 00:33:54,920
+strength in compression بستوى 100 kilo pound لكل
+
+355
+00:33:54,920 --> 00:33:58,920
+انش مربع و
+
+356
+00:33:58,920 --> 00:34:04,360
+ال true strain at fracture اللي هو epsilon F بس هو
+
+357
+00:34:04,360 --> 00:34:11,360
+point خمسة خمسة هذا أكبر من point O خمسة صح؟ هناك
+
+358
+00:34:11,360 --> 00:34:14,040
+ال material ايش مالها؟ دكتايل
+
+359
+00:34:23,590 --> 00:34:25,750
+estimate the factor of safety for the following
+
+360
+00:34:25,750 --> 00:34:30,270
+principal stress states عندي هنا sigma x الحلول
+
+361
+00:34:30,270 --> 00:34:35,790
+اللي بيعطينا sigma x مستوى سبعين kilo pound per
+
+362
+00:34:35,790 --> 00:34:43,950
+square inch و sigma y بالساوية سبعين كيلو pound per
+
+363
+00:34:43,950 --> 00:34:51,630
+square inch و ال tau xy zero معناته عند ال
+
+364
+00:34:51,630 --> 00:34:54,530
+principle planes اذا الشير السرسي سوا زيرو هدول
+
+365
+00:34:54,530 --> 00:34:58,370
+فعلا بيكونوا principle stresses صح؟ معناته ال
+
+366
+00:34:58,370 --> 00:35:07,070
+sigma واحد بساوية سبعين كيلو pound per square inch
+
+367
+00:35:07,070 --> 00:35:12,870
+بساوي سيجما اتنين خلينا نحكي السيجما A بالساوية
+
+368
+00:35:12,870 --> 00:35:19,370
+سيجما B بالساوية سبعين كيلو pound per square inch
+
+369
+00:35:19,370 --> 00:35:25,190
+يعني
+
+370
+00:35:25,190 --> 00:35:29,930
+في الحالة دي four mice ايش بالساوية لو بدي استخدم
+
+371
+00:35:31,870 --> 00:35:34,290
+لو بدي استخدم .. اذا بدي استخدم maximum shear
+
+372
+00:35:34,290 --> 00:35:41,770
+stress theory maximum shear stress theory هتكون ال
+
+373
+00:35:41,770 --> 00:35:46,970
+tau maximum ايش بتساوي هاي
+
+374
+00:35:46,970 --> 00:35:51,450
+sigma واحد sigma تاني sigma تلاتة صفر هتكون هتكون
+
+375
+00:35:51,450 --> 00:35:54,630
+sigma
+
+376
+00:35:54,630 --> 00:36:01,020
+a على اتنين يعني هتكون ايش ساوي خمسة و تلاتين kilo
+
+377
+00:36:01,020 --> 00:36:10,700
+pound per square inch و ال S S Y ايش متساوي S Y
+
+378
+00:36:10,700 --> 00:36:19,080
+على اتنين يعني هتكون ايش مية على اتنين خمسين خمسين
+
+379
+00:36:19,080 --> 00:36:24,260
+kilo pound per square inch معناته هتكون ال factor
+
+380
+00:36:24,260 --> 00:36:28,520
+of safety N في حالة ال maximum shear stress theory
+
+381
+00:36:28,520 --> 00:36:38,300
+بستوى S Sy على Tau Max يعني هتكون خمسين على خمسة
+
+382
+00:36:38,300 --> 00:36:41,760
+و تلاتين هذا في حالة استخدام maximum shear
+
+383
+00:36:41,760 --> 00:36:45,800
+stress theory في
+
+384
+00:36:45,800 --> 00:36:52,630
+حالة ال distortion energy theory هيكون عندي ال fact
+
+385
+00:36:52,630 --> 00:37:00,130
+في حالة distortion energy ال N هيكون SSY على tau
+
+386
+00:37:00,130 --> 00:37:04,190
+max طب
+
+387
+00:37:04,190 --> 00:37:07,030
+ال SSY ايش يساوي في حالة ال distortion energy
+
+388
+00:37:07,030 --> 00:37:13,550
+يساوي bond خمسة سبعة سبعة S Y يعني هتكون سبعة و
+
+389
+00:37:13,550 --> 00:37:21,400
+خمسين و سبعة من عشرة kilo pound per square inch
+
+390
+00:37:21,400 --> 00:37:25,300
+يعني هكون ال factor of safety بيكون سوى سبعة و
+
+391
+00:37:25,300 --> 00:37:33,280
+خمسين point seven على خمسة و تلاتين واضح انه ال
+
+392
+00:37:33,280 --> 00:37:35,560
+factor of safety في حالة لو استخدام ال distortion
+
+393
+00:37:35,560 --> 00:37:39,940
+theory بيكون اعلى من ال factor of safety في حالة
+
+394
+00:37:39,940 --> 00:37:42,360
+ال maximum shear stress theory فهذا بأكدنا ان
+
+395
+00:37:42,360 --> 00:37:45,420
+maximum shear stress theory is more conservative لما
+
+396
+00:37:45,420 --> 00:37:49,260
+ال factor of safety اقل معناته بتتوقع الفيلير بشكل
+
+397
+00:37:49,260 --> 00:38:10,570
+مبكر لكن هذه اكثر دقة هنشوف حالة تانية ناخد
+
+398
+00:38:10,570 --> 00:38:16,390
+sigma x بالساوية
+
+399
+00:38:16,390 --> 00:38:16,990
+ستين
+
+400
+00:38:20,690 --> 00:38:30,830
+و sigma y ساوي اربعين و
+
+401
+00:38:30,830 --> 00:38:45,590
+tau xy ساوي ناقص خمسة عشر هد
+
+402
+00:38:45,590 --> 00:38:46,690
+السلسلة الصارت عندك
+
+403
+00:38:52,820 --> 00:39:00,220
+لا لا انت عندك لما ترسم ال more circle لهذه ال
+
+404
+00:39:00,220 --> 00:39:05,040
+more circle لهذه هتكون مقطعة زي هيك هيك هتكون
+
+405
+00:39:11,180 --> 00:39:16,700
+نفس النقطة يعني عندك sigma x هذي هذي تمثل هذي تمثل
+
+406
+00:39:16,700 --> 00:39:25,460
+زي هيك هذي هتكون حالتها اتها
+
+407
+00:39:25,460 --> 00:39:33,120
+مظبوط ارسم more circle يعني
+
+408
+00:39:33,120 --> 00:39:34,880
+هتروح تجي تعمل
+
+409
+00:39:37,840 --> 00:39:44,480
+هتكون لها هي sigma مثلا ال sigma وهي shear stress
+
+410
+00:39:44,480 --> 00:39:50,200
+shear stress صفر ها هي نقطة وهي نقطة خلص خلصنا و
+
+411
+00:39:50,200 --> 00:39:55,320
+هنا في نقطة صفر صفر و صفر اطول
+
+412
+00:39:55,320 --> 00:39:58,660
+بما تشوف tau و XY صفر معناته انت تحكي عن ال
+
+413
+00:39:58,660 --> 00:40:02,840
+principle of state و stress طيب
+
+414
+00:40:04,260 --> 00:40:06,140
+طبعا هنا في more circle بدي اوجد ال center ال
+
+415
+00:40:06,140 --> 00:40:10,440
+center بتاع ال more circle C ايش يستوي سيجما X زي
+
+416
+00:40:10,440 --> 00:40:15,400
+سيجما Y على 2 يعني ستين زي اربعين مية على اتنين
+
+417
+00:40:15,400 --> 00:40:16,880
+خمسين
+
+418
+00:40:21,760 --> 00:40:26,540
+وال radius هيكون جزر التربيع الى sigma x minus
+
+419
+00:40:26,540 --> 00:40:33,020
+sigma y على اتنين لكل تربيع زائد tau اكس واي تربيع
+
+420
+00:40:33,020 --> 00:40:40,200
+هيكون جزر التربيع sigma x اللي هي ستين ناقص اربعين 
+
+421
+00:40:40,200 --> 00:40:48,640
+عشرين على اثنين عشرة تربيع زائد خمسة عشر تربيع
+
+422
+00:40:56,040 --> 00:41:03,420
+18.027 kilo pound per square inch معناته سيجما واحد
+
+423
+00:41:03,420 --> 00:41:16,260
+هتكون C زائد R يعني هتكون 68.027 و
+
+424
+00:41:16,260 --> 00:41:23,170
+سيجما اثنين اللي هو C ناقص R هنا هتكون خمسين ناقص
+
+425
+00:41:23,170 --> 00:41:31,210
+ثمانية عشر اثنين و ثلاثين واحد ثلاثين  Bon تسعة ستة
+
+426
+00:41:31,210 --> 00:41:42,850
+ثلاثة filipin per square inch هذا سيجما
+
+427
+00:41:42,850 --> 00:41:45,950
+اثنين و سيجما ثلاثة
+
+428
+00:41:48,970 --> 00:42:00,910
+هتكون تساوي Zero في
+
+429
+00:42:00,910 --> 00:42:05,670
+حالة استخدمت ال maximum shear
+
+430
+00:42:05,670 --> 00:42:10,950
+stress theory  اللي بتنتج  هتكون تو maximum
+
+431
+00:42:10,950 --> 00:42:19,690
+بالسواء سيجما واحد على اثنين هتكون سيجما واحد
+
+432
+00:42:19,690 --> 00:42:23,690
+ناقص سيجما ثلاثة على اثنين هتكون اللي هي تماما ستين
+
+433
+00:42:23,690 --> 00:42:30,770
+على اثنين أربعة و ثلاثين point او واحد أربعة
+
+434
+00:42:37,950 --> 00:42:44,690
+ومعنى ال factor of safety n بيساوي SSY على tau max
+
+435
+00:42:44,690 --> 00:42:50,250
+SSY اللي هي خمسين صح خمسين على أربعة و ثلاثين
+
+436
+00:42:50,250 --> 00:42:59,330
+point او واحد أربعة في حالة distortion energy ال
+
+437
+00:42:59,330 --> 00:43:05,490
+tau max وهي هي لكن اختلف ايش اللي بدنا نحسب ال
+
+438
+00:43:05,490 --> 00:43:13,650
+volume is sigma prime يا
+
+439
+00:43:13,650 --> 00:43:18,570
+بيصير تحسب ال volume is أو تحكي ايش إذا حكيت يعني
+
+440
+00:43:18,570 --> 00:43:22,730
+بتحكي في حالة ال volume is ال factor of safety
+
+441
+00:43:22,730 --> 00:43:29,930
+بيساوي sy على sigma prime هي الخيار sigma prime
+
+442
+00:43:29,930 --> 00:43:33,670
+ايش هتكون ساوية هتكون
+
+443
+00:43:35,290 --> 00:43:39,010
+السيجما واحد تربيع ناقص سيجما واحد سيجما اثنين زي
+
+444
+00:43:39,010 --> 00:43:45,470
+السيجما اثنين تربيع الكل أس نص صح يعني هتكون سيجما
+
+445
+00:43:45,470 --> 00:43:50,250
+واحد تربيع اللي هو ثمانية وستين point او اثنين
+
+446
+00:43:50,250 --> 00:43:55,350
+سبعة ناقص ثمانية وستين point او اثنين سبعة في
+
+447
+00:43:55,350 --> 00:44:00,950
+واحد وثلاثين point تسعة ستة ثلاثة زي واحد وثلاثين
+
+448
+00:44:00,950 --> 00:44:06,700
+point تسعة ستة ثلاثة تربيع  هنا تربيع الكل أس نص
+
+449
+00:44:06,700 --> 00:44:15,640
+تسعة 
+
+450
+00:44:15,640 --> 00:44:23,040
+و خمسة وتسعون خمسة و تسعون بالظبط
+
+451
+00:44:23,040 --> 00:44:29,940
+تسعة و خمسين kilo pound per square inch ال factor ستة
+
+452
+00:44:29,940 --> 00:44:35,290
+هيكون يساوي اللي هو مائة على تسعة و خمسين احسب ليه 
+
+453
+00:44:35,290 --> 00:44:40,770
+ده 
+
+454
+00:44:40,770 --> 00:44:48,930
+واحد فاصل ستة واحد فاصل ستة أو بعدي أحكي ال N
+
+455
+00:44:48,930 --> 00:44:54,070
+بيساوي ال SSY في حالة ال dissonance بيصير على ايش
+
+456
+00:44:54,070 --> 00:45:01,160
+على ال tau max يعني نفس ال .. هذا نفس هذه تماما
+
+457
+00:45:01,160 --> 00:45:10,580
+بتساوي ال SSY اللي هي سبعة و خمسين و سبعة على ال
+
+458
+00:45:10,580 --> 00:45:15,080
+tau max أنا حسبت على أربعة و ثلاثين point O واحد
+
+459
+00:45:15,080 --> 00:45:23,680
+أربعة حسبوليها المفروض
+
+460
+00:45:23,680 --> 00:45:24,360
+تطلع نفس الرقم
+
+461
+00:45:28,800 --> 00:45:32,500
+نفس الشيء بس ال definition بتاع ال yield strings
+
+462
+00:45:32,500 --> 00:45:41,600
+بيختلف يعني بتصف إن أنا ممكن أعتبر by 
+
+463
+00:45:41,600 --> 00:45:46,880
+definition أنه by definition ال maximum share is
+
+464
+00:45:46,880 --> 00:45:51,140
+going to 0 و ال distortion is going to 0 نفس
+
+465
+00:45:51,140 --> 00:45:56,400
+الأشياء بس ال definition بتاع ال SSY مختلف واضح؟
+
+466
+00:45:56,400 --> 00:45:59,560
+يعني في الحالتين بحس التاوميكس أنا بس في الحالة
+
+467
+00:45:59,560 --> 00:46:05,100
+الأولى ال SSY بيساوي نصف ال SY في حالة ال
+
+468
+00:46:05,100 --> 00:46:10,200
+distortion ال SSY بيساوي point خمسة سبعة سبعة SY
+
+469
+00:46:10,200 --> 00:46:13,260
+كلّكم خلصت محاضرة اليوم طيب كلّ عافية 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..2e802ef3e1216127dca7c9107f210395ad5e4e6f
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_postprocess.srt
@@ -0,0 +1,1876 @@
+1
+00:00:05,110 --> 00:00:08,670
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,670 --> 00:00:13,610
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة
+
+3
+00:00:13,610 --> 00:00:16,850
+الفاترة بدأنا chapter خمسة failures resulting from
+
+4
+00:00:16,850 --> 00:00:23,410
+static loading هنعمل مراجعة سريعة للمحاضرة احنا
+
+5
+00:00:23,410 --> 00:00:26,330
+حكينا محتاجين حكينا عن ال stress concentration
+
+6
+00:00:26,330 --> 00:00:29,900
+factorsهكان وجود static loading and ductile
+
+7
+00:00:29,900 --> 00:00:33,200
+materials يبنهمل ال effect بتاع ال stress
+
+8
+00:00:33,200 --> 00:00:36,920
+concentration إذا كانت ال material ductile و ال
+
+9
+00:00:36,920 --> 00:00:39,740
+loading dynamic لازم ياخد فعلا اعتبار ال stress
+
+10
+00:00:39,740 --> 00:00:43,260
+concentration في حالة liberty ال material لازم
+
+11
+00:00:43,260 --> 00:00:47,460
+ياخد فعلا اعتبار ال stress concentration بغض النظر
+
+12
+00:00:47,460 --> 00:00:49,580
+ال loading static ولا dynamic
+
+13
+00:00:52,240 --> 00:00:55,800
+الان بالنسبة لل failure theories انا عادة بشكل عام
+
+14
+00:00:55,800 --> 00:01:01,380
+بيكون ال element تحت الدراسة طبيعته multi state of
+
+15
+00:01:01,380 --> 00:01:06,840
+stress فالحاجة .. احنا بحاجة لل .. للنظريات عشان
+
+16
+00:01:06,840 --> 00:01:10,600
+نقارن multi state stress مع one strength
+
+17
+00:01:10,600 --> 00:01:14,780
+للمaterial فعشان هيك بنعمل ال failure theories
+
+18
+00:01:15,560 --> 00:01:21,280
+بعدين نحكي على المخطط العام للشبطر المفروض نفحص
+
+19
+00:01:21,280 --> 00:01:24,720
+إذا المادة هي ductile و لا brittle إذا كان ductile
+
+20
+00:01:24,720 --> 00:01:28,840
+يعني الأبسطر أكبر من point O5 بشوف إذا ال yield
+
+21
+00:01:28,840 --> 00:01:31,940
+strength in tension بيساوي ال yield strength in
+
+22
+00:01:31,940 --> 00:01:35,540
+compression إذا yes و بدي conserve ال solution بحت
+
+23
+00:01:35,540 --> 00:01:38,860
+استخدم maximum shear stress theory إذا non
+
+24
+00:01:38,860 --> 00:01:42,470
+conservative more accurate solution بستخدماللي هي
+
+25
+00:01:42,470 --> 00:01:46,190
+distortion energy theory إذا كانت ال yield
+
+26
+00:01:46,190 --> 00:01:48,690
+strength in tension بيستويش yield strength in
+
+27
+00:01:48,690 --> 00:01:52,930
+compression بستخدم ال ductile columnar theory هذا
+
+28
+00:01:52,930 --> 00:01:56,610
+الجهة اليمين الجهة الشمال في حالة ال material
+
+29
+00:01:56,610 --> 00:02:01,790
+brittle for conservative solution بستخدم ال
+
+30
+00:02:01,790 --> 00:02:05,890
+brittle columnar theory for more accurate less
+
+31
+00:02:05,890 --> 00:02:09,350
+conservative solution بستخدم اللي هي ال modified
+
+32
+00:02:09,350 --> 00:02:15,600
+more theoryحكينا على ال maximum normal stress
+
+33
+00:02:15,600 --> 00:02:18,160
+theory، ال maximum normal stress theory بتحكي إنه
+
+34
+00:02:18,160 --> 00:02:23,900
+بيصير yielding لمن ال maximum principle stress في
+
+35
+00:02:23,900 --> 00:02:26,620
+ال stress element، في ال mechanical part الحقيقي
+
+36
+00:02:26,620 --> 00:02:31,060
+يتخطى ال yield strength، بيصير عندي إيش؟ failure
+
+37
+00:02:34,220 --> 00:02:37,500
+في الربيع الرابع لما يكون عندى في حالة two D state
+
+38
+00:02:37,500 --> 00:02:42,720
+of stress لما يكون عندى واحد stress موجب و stress
+
+39
+00:02:42,720 --> 00:02:49,810
+سالب ال theorypredict ال failure متأخر يعني بيكون
+
+40
+00:02:49,810 --> 00:02:52,350
+ساير failure و مخلص و هي لسه بتحكي لك فيش failure
+
+41
+00:02:52,350 --> 00:02:57,950
+معناته مش safe ان انا استخدم هذه ال theory ال
+
+42
+00:02:57,950 --> 00:03:01,850
+maximum shear stress theory بتحكي ان yielding ببدأ
+
+43
+00:03:01,850 --> 00:03:04,610
+لما ال maximum shear stress في ال stress element
+
+44
+00:03:04,610 --> 00:03:09,760
+في ال mechanical part تحت الدراسةبتخطأ ال maximum
+
+45
+00:03:09,760 --> 00:03:14,760
+shear stress fit in style test specimen بصير اندي
+
+46
+00:03:14,760 --> 00:03:18,880
+failure يعني هتكون لما ال tau maximum بالسواء SY
+
+47
+00:03:18,880 --> 00:03:25,200
+على 2 بصير اندي failure طبعا
+
+48
+00:03:26,510 --> 00:03:29,550
+في كل حوال لازم نولد لبناس و لسترس ال sigma 1,
+
+49
+00:03:29,650 --> 00:03:32,530
+sigma 2, sigma 3 عشان أحسس sigma 1, sigma 2, sigma
+
+50
+00:03:32,530 --> 00:03:37,670
+3، بلزمنا more circle to find sigma 1, sigma 2 و
+
+51
+00:03:37,670 --> 00:03:43,290
+sigma 3، بعدين برتبهم ترتيب بحيث sigma 1 أكبر من
+
+52
+00:03:43,290 --> 00:03:46,940
+sigma 2 أكبر من sigma 3و ال maximum shear stress
+
+53
+00:03:46,940 --> 00:03:50,660
+بيكون سواء سجن واحد ناقص سجن تلت على اتنين لازم
+
+54
+00:03:50,660 --> 00:03:53,820
+يكون اكبر و يستوى S y على اتنين و بعدين أخدنا
+
+55
+00:03:53,820 --> 00:03:57,060
+الحالة الخاصة اللي هي 2D state of stress هي عندي
+
+56
+00:03:57,060 --> 00:04:02,080
+بس two principle of stress sigma a و sigma b في
+
+57
+00:04:02,080 --> 00:04:07,600
+تلت حالات انه .. ان يكون sigma a و sigma b موجبين
+
+58
+00:04:08,400 --> 00:04:11,400
+معناته sigma 1 بتكون ساوية sigma a و sigma 3 بتكون
+
+59
+00:04:11,400 --> 00:04:15,440
+ساوية صفر و بيصير عندي failure لما sigma a أكبر و
+
+60
+00:04:15,440 --> 00:04:19,160
+يساوي as y الحالة التانية واحدة موجة بواحدة سلبة
+
+61
+00:04:19,160 --> 00:04:22,740
+بس كنت الحالة دي sigma 1 اللي هي sigma a و sigma 3
+
+62
+00:04:22,740 --> 00:04:25,820
+اللي هي sigma b و بيصير failure عندي لما sigma a
+
+63
+00:04:25,820 --> 00:04:30,160
+minus sigma b أكبر و يساوي as y الحالة التالتة انه
+
+64
+00:04:30,160 --> 00:04:33,840
+التانية السلبين يعني صفر أكبر من sigma a أكبر من
+
+65
+00:04:33,840 --> 00:04:37,090
+sigma bبالحالة دي sigma واحد بيستوى صفر و sigma
+
+66
+00:04:37,090 --> 00:04:41,590
+تلت بيستوى sigma بيه failure بيصير لما sigma بيه
+
+67
+00:04:41,590 --> 00:04:49,010
+أقل أو يستوى minus SY طيب
+
+68
+00:04:52,150 --> 00:05:00,810
+إذا we plot experimental data مع وجود ال failure
+
+69
+00:05:00,810 --> 00:05:04,450
+profile في حالة ال maximum shear stress theory
+
+70
+00:05:04,450 --> 00:05:08,710
+بنلاحظ أن ال experimental data الحقيقة برا في
+
+71
+00:05:08,710 --> 00:05:12,110
+منطقة ال failure سواء في الرابع الأول أو الرابع
+
+72
+00:05:12,110 --> 00:05:16,110
+الرابع معناته ال maximum shear stress theory
+
+73
+00:05:16,110 --> 00:05:20,800
+predictsتتوقع الفيلير مبكر يعني بتحكيلك أنه في
+
+74
+00:05:20,800 --> 00:05:23,320
+فيلير و لسه ماصارش فيلير معناته هي إيش بقى اللي
+
+75
+00:05:23,320 --> 00:05:28,860
+قاعدة محافظة يعني هنا .. هنا مثلا حاكي أنه في
+
+76
+00:05:28,860 --> 00:05:33,600
+فيلير لكن حقيقة صار فيلير بعد هيك معناته it is a
+
+77
+00:05:33,600 --> 00:05:35,240
+conservative theory
+
+78
+00:05:38,210 --> 00:05:40,250
+اليوم الموضوع الجديد هنحكي على ال distortion
+
+79
+00:05:40,250 --> 00:05:44,390
+energy theory distortion energy theory ال
+
+80
+00:05:44,390 --> 00:05:47,450
+distortion energy theory لها أكتر من اسم يعني شائع
+
+81
+00:05:47,450 --> 00:05:52,970
+في الكتب و المراجع العلمية و هي ال other names زي
+
+82
+00:05:52,970 --> 00:05:56,750
+ال octahedral shear stress theory او ال shear
+
+83
+00:05:56,750 --> 00:06:02,450
+energy theory او ال von Mises او von Mises Henke
+
+84
+00:06:02,450 --> 00:06:06,990
+هذه أسماء لنفس النظرية
+
+85
+00:06:08,920 --> 00:06:13,340
+اللي عن الفكرة فيها إن ال ductile materials
+
+86
+00:06:13,340 --> 00:06:16,240
+stressed hydrostatically exhibit yield strength
+
+87
+00:06:16,240 --> 00:06:19,860
+greatly in excess of expected values، إذا إيش عن
+
+88
+00:06:19,860 --> 00:06:22,880
+hydrostatic يعني؟ إذا عندي stress element
+
+89
+00:06:38,210 --> 00:06:40,790
+فعملتله stress من كل جهة .. hydrostatic stress
+
+90
+00:06:40,790 --> 00:06:50,210
+يعني pressure متساوى من كل جهة هاي sigma sigma
+
+91
+00:06:50,210 --> 00:06:53,750
+sigma
+
+92
+00:06:53,750 --> 00:06:59,570
+sigma
+
+93
+00:07:09,150 --> 00:07:16,610
+فالبصير اذا فاكرين اننا حكينا epsilon x سواء حد
+
+94
+00:07:16,610 --> 00:07:21,010
+على a في
+
+95
+00:07:21,010 --> 00:07:30,610
+sigma x minus u في sigma y زائد sigma z و هكذا
+
+96
+00:07:30,610 --> 00:07:31,370
+epsilon y
+
+97
+00:07:34,970 --> 00:07:41,510
+بسا واحدة ل a في ال sigma y minus ال u في sigma x
+
+98
+00:07:41,510 --> 00:07:49,830
+زاد sigma z و epsilon z بسا واحدة ل a في sigma z
+
+99
+00:07:49,830 --> 00:07:58,080
+minus ال u في sigma x زاد sigma yيعني due to
+
+100
+00:07:58,080 --> 00:08:04,320
+poison effect بيكون strain في التجاهات التانية لكن
+
+101
+00:08:04,320 --> 00:08:11,840
+انا في الحالة هذه عندي خلنا نحكي epsilon x هتكون
+
+102
+00:08:11,840 --> 00:08:16,180
+عندي
+
+103
+00:08:16,180 --> 00:08:22,500
+هنا واحدة لا إيه في sigma
+
+104
+00:08:30,460 --> 00:08:40,440
+السيجما زاد سيجما صح؟ يعني هتكون واحد على ايه في
+
+105
+00:08:40,440 --> 00:08:48,800
+او في السيجما في واحد ناقص اتنينميو يعني نتيجة
+
+106
+00:08:48,800 --> 00:08:51,220
+انهم بيعملوا compression يعني لو بيعملوا
+
+107
+00:08:51,220 --> 00:08:55,760
+compression بيحاول ال other dimensions يزيد، في ال
+
+108
+00:08:55,760 --> 00:08:59,880
+stress بتاعنا بتنزل، بلغ بعضه، فبصير ال element
+
+109
+00:08:59,880 --> 00:09:05,060
+يتحمل و بيصير ال failure يعني أكتر بكتير من ما هو
+
+110
+00:09:05,060 --> 00:09:11,120
+متوقعنتيجة وجود ال hydrostatic stress لإن انا بقى
+
+111
+00:09:11,120 --> 00:09:15,340
+شد زي هيك بصير contraction بكون واحد ال stress
+
+112
+00:09:15,340 --> 00:09:20,320
+تاني بشد بالشكل هذا يعني بلغ بعضه .. بلغ بعضه و
+
+113
+00:09:20,320 --> 00:09:27,380
+بالتالي ال .. ال .. ال expected .. ال .. يعني بصير
+
+114
+00:09:27,380 --> 00:09:30,280
+failure أعلى بكتير من ما هو متوقع محتاج ال stress
+
+115
+00:09:30,280 --> 00:09:36,460
+عاد جدا عشان أصيرياش failure .. failureلأن إذا
+
+116
+00:09:36,460 --> 00:09:41,700
+عندى element unstressed يعني عليه loading مش مضرور
+
+117
+00:09:41,700 --> 00:09:49,920
+يكون كله متساويبكون في طبعا تخزين للطاقة ال stress
+
+118
+00:09:49,920 --> 00:09:55,100
+بكون في عندي تخزين للطاقة الطاقة ممكن اعملها جزء
+
+119
+00:09:55,100 --> 00:10:01,060
+اسمه اللي هو volume exchanging energy و جزء تاني
+
+120
+00:10:01,060 --> 00:10:06,300
+اللي هي angular distortion energy يعني جزء بيحاول
+
+121
+00:10:06,300 --> 00:10:11,000
+يغير ال volume و جزء بيحاول يغير الشكل distortion
+
+122
+00:10:11,000 --> 00:10:12,700
+بيغير الشكل
+
+123
+00:10:16,020 --> 00:10:22,380
+الان الجزء اللى بيغير الحجم هيكون زى ما حكينا هنا
+
+124
+00:10:22,380 --> 00:10:30,260
+قيمته صغيرة ال distortion energy هتكون اكبر بكتير
+
+125
+00:10:30,260 --> 00:10:36,500
+من ال .. من اللى هو ال volume changing energy و
+
+126
+00:10:36,500 --> 00:10:40,660
+التالى yielding بشكل أساسى بتأثر بقيمة ال
+
+127
+00:10:40,660 --> 00:10:45,660
+distortion energyالتاني ماتصيرش إلا لما نكون في
+
+128
+00:10:45,660 --> 00:10:50,240
+واحد مش متساوي جاينلها لإن أنا عندي .. هاي .. هاي
+
+129
+00:10:50,240 --> 00:10:54,680
+عندي element انا هحط عليه ال normal stresses سيجما
+
+130
+00:10:54,680 --> 00:11:01,440
+واحد سيجما اتنين و سيجما تلاتة ممكن اعمل .. اه جاي
+
+131
+00:11:01,440 --> 00:11:08,040
+احكي في عندي سيجما
+
+132
+00:11:08,040 --> 00:11:16,690
+averageبساوية سيجما واحد زائد سيجما اتنين زائد
+
+133
+00:11:16,690 --> 00:11:21,450
+سيجما تلاتة على تلاتة تعرف سيجما average بساوية
+
+134
+00:11:21,450 --> 00:11:24,170
+سيجما واحد زائد سيجما اتنين زائد سيجما تلاتة على
+
+135
+00:11:24,170 --> 00:11:27,870
+تلاتة و اجي احكي ان هذا ال element سيجما واحد
+
+136
+00:11:27,870 --> 00:11:33,250
+سيجما اتنين سيجي تلاتة كأنه اعمل superposition في
+
+137
+00:11:33,250 --> 00:11:37,520
+element عليه ال sigma averageو ال element بتاني
+
+138
+00:11:37,520 --> 00:11:41,780
+عليه sigma 2 minus sigma average، sigma واحد معناه
+
+139
+00:11:41,780 --> 00:11:43,900
+sigma average، sigma تلاته من sigma أخرى، لما
+
+140
+00:11:43,900 --> 00:11:49,510
+أجمعهم هتروح هيعطينا ال element هذامعناته هذا اللي
+
+141
+00:11:49,510 --> 00:11:53,590
+عليه ال stress متساوى من كل الجهات هذا يمثل ال
+
+142
+00:11:53,590 --> 00:12:00,250
+hydrostatic component هذا
+
+143
+00:12:00,250 --> 00:12:03,750
+طبعا ال total effect هنا ال total effect هيكون جزء
+
+144
+00:12:03,750 --> 00:12:08,550
+hydrostatic والتاني هكون distortion effect
+
+145
+00:12:14,970 --> 00:12:18,270
+الان ال .. ال .. احنا حاكينا ال sigma R يسوى sigma
+
+146
+00:12:18,270 --> 00:12:24,030
+1 زي sigma 2 زي sigma 3 على 3 الان ال U نرجع
+
+147
+00:12:24,030 --> 00:12:39,930
+للمعادلات ال total stray energy ال
+
+148
+00:12:39,930 --> 00:12:45,370
+total stray energyطبعا نفسي في ال elastic region
+
+149
+00:12:45,370 --> 00:12:49,530
+اللي هو نص القاعدة الترتفاع طبعا ال total strength
+
+150
+00:12:49,530 --> 00:13:00,630
+per unit volume هتكون U سوى نص في ال
+
+151
+00:13:00,630 --> 00:13:09,350
+strength اتجاه ال one أبسل واحد سجن واحد زائد أبسل
+
+152
+00:13:09,350 --> 00:13:17,600
+اتنينسجبة اتنين زاد أبسلون تلاتة سجبة تلاتة
+
+153
+00:13:19,370 --> 00:13:24,470
+الأبسلون واحد احنا حاكيانه بالساوية واحد على E في
+
+154
+00:13:24,470 --> 00:13:30,970
+سجن واحد minus U في سجن اتنين زائد سجن تلاتة
+
+155
+00:13:30,970 --> 00:13:38,830
+والأبسلون اتنين سواحد على E في سجن اتنين minus U
+
+156
+00:13:38,830 --> 00:13:46,370
+في سجن واحد زائد سجن تلاتةوالأبسلون تلاتة سواحد
+
+157
+00:13:46,370 --> 00:13:52,690
+على ايه في سيجما تلاتة minus in you في سيجما واحد
+
+158
+00:13:52,690 --> 00:13:57,130
+زائد سيجما اتنين اذا بعود في المعادلات هذه بيصير
+
+159
+00:13:57,130 --> 00:14:02,510
+ال total strain energy في ال element you go سوا نص
+
+160
+00:14:02,510 --> 00:14:07,490
+في حجبة
+
+161
+00:14:09,540 --> 00:14:13,700
+هاخد اي تحت اظهر اي ما هي موجودة فيهم كلهم مظبوط
+
+162
+00:14:13,700 --> 00:14:17,280
+هيكون
+
+163
+00:14:17,280 --> 00:14:27,220
+عنده أبسل واحد سيجبا واحد هكون سيجبا واحد تربيع
+
+164
+00:14:27,220 --> 00:14:30,260
+وعندي
+
+165
+00:14:30,260 --> 00:14:37,720
+هان سيجبا واحد تربيع minus ميوسيجما واحد سيجما
+
+166
+00:14:37,720 --> 00:14:49,320
+اتنين مانسى ميو سيجما واحد سيجما تلاتة زائد أبسط
+
+167
+00:14:49,320 --> 00:14:56,120
+من اتنين سيجما اتنين هتكون سيجما اتنين تربيع مانس
+
+168
+00:14:56,120 --> 00:15:01,780
+ان ميو سيجما واحد سيجما
+
+169
+00:15:01,780 --> 00:15:10,190
+واحد سيجما اتنينمينس ميو سيجما اتنين سيجما تلاتة
+
+170
+00:15:10,190 --> 00:15:17,830
+زاد التالتة زاد سيجما تلاتة تربيع مينس ميو سيجما
+
+171
+00:15:17,830 --> 00:15:25,910
+واحد سيجما تلاتة مينس ميو سيجما اتنين سيجما تلاتة
+
+172
+00:15:29,570 --> 00:15:35,530
+يعني انا هكون واحد على اتنين E في سجن واحد تربيع
+
+173
+00:15:35,530 --> 00:15:42,210
+زائد سجن اتنين تربيع زائد سجن تلاتي تربيع minus Nu
+
+174
+00:15:42,210 --> 00:15:46,190
+في اتنين
+
+175
+00:15:46,190 --> 00:15:54,730
+Nuيعني هذه مع هذه sigma واحد sigma اتنين زائد
+
+176
+00:15:54,730 --> 00:16:00,390
+sigma واحد sigma تلاتة زائد sigma اتنين sigma
+
+177
+00:16:00,390 --> 00:16:13,130
+تلاتة هذا ال total strain energy الآن
+
+178
+00:16:15,140 --> 00:16:21,020
+عشان احسب اللي هي strain energy due to volume
+
+179
+00:16:21,020 --> 00:16:25,280
+change يعني هتكون ال pressure او ال stress
+
+180
+00:16:25,280 --> 00:16:31,520
+هيدروستاتيك stress يعني هتكون ال U due to volume
+
+181
+00:16:31,520 --> 00:16:36,500
+يعني هتكون السجم واحد .. هذا كله السجم صح؟ سواء
+
+182
+00:16:36,500 --> 00:16:45,820
+واحد على اتنين E في تلاتة sigma averageتربيع
+
+183
+00:16:45,820 --> 00:16:48,840
+ماينوس
+
+184
+00:16:48,840 --> 00:16:54,820
+نان ميو فيه
+
+185
+00:16:54,820 --> 00:16:58,920
+هتكون سيجما average تربيع تلاتة سيجما ايه؟ بتلاتة
+
+186
+00:16:58,920 --> 00:17:04,800
+تلاتة sigma average تربيع
+
+187
+00:17:07,110 --> 00:17:15,190
+يعني هتكون تساوي تلاتة sigma average تربيع على
+
+188
+00:17:15,190 --> 00:17:27,670
+اتنين ايه في واحد minus اتنين M U هيك مظبوط معناته
+
+189
+00:17:27,670 --> 00:17:33,170
+ال strain energy due to volume U distortion هتكون
+
+190
+00:17:33,170 --> 00:17:34,130
+ال U الكليه
+
+191
+00:17:43,020 --> 00:17:47,140
+الـ U الكلية اللي هي هذه
+
+192
+00:17:49,810 --> 00:17:53,430
+و هرجع عوض عن sigma average sigma 1 زي sigma 2 زي
+
+193
+00:17:53,430 --> 00:18:00,210
+sigma 3 لكل تربيع و اعمل تبسيط جبري اللي بتصف
+
+194
+00:18:00,210 --> 00:18:11,090
+المعادلة ال U distortion 1 زي U على 3E في sigma 1
+
+195
+00:18:11,090 --> 00:18:15,270
+نقص sigma 2 لكل تربيع زي sigma 2 نقص sigma 3 لكل
+
+196
+00:18:15,270 --> 00:18:18,630
+تربيعزي السيجما تلاتة وانا سيجما واحد اللي كل
+
+197
+00:18:18,630 --> 00:18:21,470
+تربيه على اتنين هذه distortion energy في ال
+
+198
+00:18:21,470 --> 00:18:25,230
+element لو
+
+199
+00:18:25,230 --> 00:18:28,930
+جيب ال tension test دلتني اسحب فيه وعملت tensile
+
+200
+00:18:28,930 --> 00:18:34,530
+test عملت tensile test ال more circle في حالة
+
+201
+00:18:34,530 --> 00:18:47,470
+tensile test سيكون هيه مظبوط هاي السيجما واحدو صفر
+
+202
+00:18:47,470 --> 00:18:52,890
+يعني هكون element زي
+
+203
+00:18:52,890 --> 00:19:00,090
+هيك طبعا في حالة ال test specimen سيجيب واحد اش
+
+204
+00:19:00,090 --> 00:19:06,230
+مكون ساوي Sy مظبوط يعني at failure for test
+
+205
+00:19:06,230 --> 00:19:13,410
+specimen بيصير ال distortion
+
+206
+00:19:13,410 --> 00:19:23,750
+energy at yieldingبتكون تساوي واحد زائد ن يو على
+
+207
+00:19:23,750 --> 00:19:28,150
+تلاتة ايه طب انا حاول سيجما اتنين صفر و سيجما
+
+208
+00:19:28,150 --> 00:19:35,170
+تلاتة صفر صح هكوندي سيجما واحد تربيع يعني اتنين
+
+209
+00:19:35,170 --> 00:19:38,170
+سيجما واحد تربيع على اتنين يعني سيجما واحد تربيع
+
+210
+00:19:38,170 --> 00:19:44,910
+تحت الجدر او او مش تحت الجدر زي ما هي هتكون سيجما
+
+211
+00:19:44,910 --> 00:19:53,520
+واحد تربيع او SYتربية صح ال distortion energy
+
+212
+00:19:53,520 --> 00:20:00,420
+theory بتحكي بيصير failure أو yielding لما ال
+
+213
+00:20:00,420 --> 00:20:05,180
+distortion energy لل element تحت الدراسة في ال
+
+214
+00:20:05,180 --> 00:20:09,100
+mechanical part اللي احنا ندرس فيه بيساوي ال
+
+215
+00:20:09,100 --> 00:20:17,280
+distortion energy لTensile test specimen at
+
+216
+00:20:17,280 --> 00:20:22,800
+yielding يعني لما هدى .. بيصير فيه لما هدى .. لما
+
+217
+00:20:22,800 --> 00:20:26,720
+.. اللي هو واحد زي الدنيا وع تلاتة ايه في sigma
+
+218
+00:20:26,720 --> 00:20:29,200
+واحد minus sigma اتنين لكل تربيع زي sigma اتنين
+
+219
+00:20:29,200 --> 00:20:32,760
+minus sigma اتنين لكل تربيع زي sigma اتنين minus
+
+220
+00:20:32,760 --> 00:20:35,740
+sigma اتنين لكل تربيع على اتنين تكون اكبر او يساوي
+
+221
+00:20:35,740 --> 00:20:40,940
+هدىمعناته هتختصر بين الطرفين واحد زي ادي نيو على
+
+222
+00:20:40,940 --> 00:20:49,280
+تلاتة اي واحد زي ادي نيو على تلاتة اي يعني هتظل
+
+223
+00:20:49,280 --> 00:20:54,760
+عندى انه سيجما واحد ناقص سيجما اتنين لكل تربيع زي
+
+224
+00:20:54,760 --> 00:20:58,020
+سيجما اتنين minus سيجما تلاتة لكل تربيع زي سيجما
+
+225
+00:20:58,020 --> 00:21:01,160
+تلاتة ناقص سيجما واحد لكل تربيع على اتنين لكل اس
+
+226
+00:21:01,160 --> 00:21:04,400
+نص اكبر وسوء اسوان بيصير عندى failure بيصير عندى
+
+227
+00:21:04,400 --> 00:21:06,000
+failure
+
+228
+00:21:08,270 --> 00:21:14,490
+الـ Terminal على الشمالهنربزله برمز نسميه sigma
+
+229
+00:21:14,490 --> 00:21:19,630
+prime sigma prime اللي هو اللي هو كل ال term اللي
+
+230
+00:21:19,630 --> 00:21:23,110
+هو sigma واحد معناه sigma اتنين لكل تربيع زي sigma
+
+231
+00:21:23,110 --> 00:21:26,570
+اتنين ناقص sigma تلاتة لكل تربيع زي sigma تلاتة
+
+232
+00:21:26,570 --> 00:21:29,890
+ناقص sigma واحد لكل تربيع على اتنين لكل اص نص هذا
+
+233
+00:21:29,890 --> 00:21:35,210
+بيسميه von meisens von meisens stress von meisens
+
+234
+00:21:35,210 --> 00:21:44,870
+stress معناته ال theory بتحكي انهبصير failure لما
+
+235
+00:21:44,870 --> 00:21:49,130
+ال volumizes stress exceed ال yield strength، ال
+
+236
+00:21:49,130 --> 00:21:55,490
+volumizes stress exceed ال yield strength يعني انا
+
+237
+00:21:55,490 --> 00:22:03,310
+حولت ل 3D .. 3D state of stress ل one component of
+
+238
+00:22:03,310 --> 00:22:06,170
+stress سميتها volumizes، one component .. سميتها
+
+239
+00:22:06,170 --> 00:22:08,930
+volumizes stress عشان اقام .. ا .. ا .. ا ..
+
+240
+00:22:08,930 --> 00:22:10,590
+اقارنها مع ال yield strength
+
+241
+00:22:15,460 --> 00:22:19,340
+في حالة two D status risk اللي حاكيته two D status
+
+242
+00:22:19,340 --> 00:22:23,120
+risk يعني ان دي sigma واحد بيستوى sigma A و sigma
+
+243
+00:22:23,120 --> 00:22:25,760
+اتنين بيستوى sigma B و sigma تلاتة بيستوى صفرة
+
+244
+00:22:25,760 --> 00:22:34,970
+يعني هذا هيكونصفر وهذا الصفر بسط بيصير ال volume
+
+245
+00:22:34,970 --> 00:22:38,050
+minus stress في حالة two دي status stress بيستوى
+
+246
+00:22:38,050 --> 00:22:41,930
+sigma a تربيع minus sigma a sigma b زائد sigma b
+
+247
+00:22:41,930 --> 00:22:45,370
+تربيع الكل نص طبعا انا ممكن اواجه دي volume minus
+
+248
+00:22:45,370 --> 00:22:48,830
+stress مباشرة من ال state و ال stress الأصلية فانا
+
+249
+00:22:48,830 --> 00:22:52,590
+ال stress الأصلية بيكون دي sigma x و sigma y و
+
+250
+00:22:52,590 --> 00:22:57,470
+sigma z تو xy تو xz تو yz ممكن مباشرة من خلال
+
+251
+00:22:57,470 --> 00:23:07,010
+معادلةهذه بس انا بفضل انه اوجد عشان اضلك ماشي مع
+
+252
+00:23:07,010 --> 00:23:10,330
+ال physical meaning تبعه اوجد احسب و اقولش ال
+
+253
+00:23:10,330 --> 00:23:12,310
+principles اللي بيحسب سجن واحد و سجن اتنين و سجن
+
+254
+00:23:12,310 --> 00:23:14,530
+اتلاته وضلك ماسك في المعادلة الأصلية
+
+255
+00:23:19,000 --> 00:23:21,520
+أحنا عكينا ال volume of stresses هو single
+
+256
+00:23:21,520 --> 00:23:26,460
+effective stress for the entire general state of
+
+257
+00:23:26,460 --> 00:23:31,120
+stress in a stress element يعني هو stress معبر عن
+
+258
+00:23:31,120 --> 00:23:35,960
+ال entire state of stress و ال distortion يصير
+
+259
+00:23:35,960 --> 00:23:38,700
+تستيقظ و تحكي انه بيصير failure لما ال volume of
+
+260
+00:23:38,700 --> 00:23:43,420
+stress sigma prime يكون أكبر أو يساوي SY اذا حطيت
+
+261
+00:23:43,420 --> 00:23:47,520
+factor of safety بتكون ال sigma prime بيساوي SY
+
+262
+00:23:47,520 --> 00:23:48,660
+على N
+
+263
+00:23:52,890 --> 00:23:55,190
+لأن في حالة two دي status stress ال volume minus
+
+264
+00:23:55,190 --> 00:23:57,690
+stress .. ال volume minus ال stress sigma .. ال
+
+265
+00:23:57,690 --> 00:24:00,430
+sigma نفسه هو sigma a تربيع معناه sigma a sigma b
+
+266
+00:24:00,430 --> 00:24:04,290
+زي sigma b التربيع كل اص نص هذه المعادلة
+
+267
+00:24:07,390 --> 00:24:11,370
+at failure هذا بيكون يساوي sy at failure هذا بيكون
+
+268
+00:24:11,370 --> 00:24:18,790
+يساوي ايش؟ sy اذا بربع الطرفين بيصير اندي sy تربيع
+
+269
+00:24:18,790 --> 00:24:25,310
+بيساوي sigma a تربيع minus sigma a sigma b زي
+
+270
+00:24:25,310 --> 00:24:31,790
+sigma b تربيع بيساوي sy تربيع هذه معادلة شكل
+
+271
+00:24:31,790 --> 00:24:35,850
+بيضاويال major axis بتاعه ميل بزاوية خمسة واربعين
+
+272
+00:24:35,850 --> 00:24:42,770
+درجة اللي هو ال ellipse هذا طبعا هذه الخط المتقطة
+
+273
+00:24:42,770 --> 00:24:46,510
+اللي هي ايش ال maximum shear stress theory ال
+
+274
+00:24:46,510 --> 00:24:51,110
+ellipse هو distortion energy theory لحظة ال
+
+275
+00:24:51,110 --> 00:24:56,830
+experimental data fits accurately اللي هي
+
+276
+00:24:56,830 --> 00:25:01,910
+distortion energy theoryال shear .. ال maximum
+
+277
+00:25:01,910 --> 00:25:08,030
+shear risk theory ال experimental data جاي برا
+
+278
+00:25:08,030 --> 00:25:10,110
+يعني عند .. ال .. ال maximum shear risk theory
+
+279
+00:25:10,110 --> 00:25:15,890
+predict الفيلر بشكل مبكر، عشان هيك it is more
+
+280
+00:25:15,890 --> 00:25:19,570
+conservative، less accurate، ال maximum source
+
+281
+00:25:19,570 --> 00:25:24,050
+energy theoryit fits ال experimental data more
+
+282
+00:25:24,050 --> 00:25:31,070
+accurately ال accuracy زادت بس العنصر المخاطرة
+
+283
+00:25:31,070 --> 00:25:37,450
+بيزيد ولا بيقل؟ هيزيد conservative يعني العنصر
+
+284
+00:25:37,450 --> 00:25:43,510
+المخاطرة اليه بيكون أقل معناه ال distortion energy
+
+285
+00:25:43,510 --> 00:25:47,650
+curve is typical of the experimental data
+
+286
+00:25:52,800 --> 00:25:58,000
+for pure shear loading يعني اذا عندى مثلا الشافت
+
+287
+00:25:58,000 --> 00:26:03,380
+بعمل pure shear اذا بكون under distortion بكون
+
+288
+00:26:03,380 --> 00:26:05,220
+pure shear يعني اذا اخدت element
+
+289
+00:26:22,280 --> 00:26:30,700
+لاخد element under pure share هذا
+
+290
+00:26:30,700 --> 00:26:35,860
+pure share لن
+
+291
+00:26:35,860 --> 00:26:39,040
+يكون فيه نوع من stress معناه ال more circle بتاعته
+
+292
+00:26:39,040 --> 00:26:46,660
+هتكون دائرة في المركز هذا ال more circle for pure
+
+293
+00:26:46,660 --> 00:26:48,160
+share
+
+294
+00:26:51,340 --> 00:26:58,280
+هذه ال sigma a وهذه ال sigma b sigma a بستوى sigma
+
+295
+00:26:58,280 --> 00:27:04,520
+b في القلمس واحدة موجبة واحدة اش سالبة يعني ال
+
+296
+00:27:04,520 --> 00:27:11,040
+loading بتكون sigma b بستوى minus sigma a
+
+297
+00:27:21,090 --> 00:27:27,530
+هذه ال master share وهذه ال
+
+298
+00:27:27,530 --> 00:27:30,550
+distortion energy ال loading line ال slope minus
+
+299
+00:27:30,550 --> 00:27:38,150
+واحد يعني هتكون زي هيك ال slope هذا ال loading
+
+300
+00:27:38,150 --> 00:27:47,370
+line معناته
+
+301
+00:27:47,370 --> 00:27:47,970
+في حالة
+
+302
+00:27:50,570 --> 00:27:58,210
+ال maximum shear stress theory هذا نقطة إيه؟ الفعل
+
+303
+00:27:58,210 --> 00:28:01,290
+يعني، صح؟
+
+304
+00:28:11,920 --> 00:28:21,120
+بكون الساوى هي sigma a minus sigma b على اتنين صح
+
+305
+00:28:21,120 --> 00:28:29,740
+بتساوى sigma a minus minus sigma a على اتنين يعني
+
+306
+00:28:29,740 --> 00:28:35,380
+ايش الساوى sigma a هي الميلا هي نصف القطر sigma a
+
+307
+00:28:35,380 --> 00:28:38,460
+يعني
+
+308
+00:28:38,460 --> 00:28:39,720
+هدا هتكون sigma a
+
+309
+00:28:44,020 --> 00:28:48,740
+إذا كنت انا أحيانا عندي sigma a هاي sigma a هاي
+
+310
+00:28:48,740 --> 00:28:54,600
+sigma b في الرابع الرابع بيكون واحدة بتكون sigma a
+
+311
+00:28:54,600 --> 00:29:02,380
+أكبر من سفر أكبر
+
+312
+00:29:02,380 --> 00:29:07,320
+من sigma b صح؟ معناه ال tau maximum في الرابع
+
+313
+00:29:07,320 --> 00:29:07,680
+الرابع
+
+314
+00:29:10,370 --> 00:29:16,630
+بالساوية sigma a minus sigma b على اتنين at
+
+315
+00:29:16,630 --> 00:29:21,470
+failure بيكون الساوية عند ال SY على اتنين يعني
+
+316
+00:29:21,470 --> 00:29:31,150
+sigma a minus sigma b بالساوية SY هذا الخطش معدلته
+
+317
+00:29:31,150 --> 00:29:34,250
+sigma
+
+318
+00:29:34,250 --> 00:29:40,410
+bسوى minus sigma a اذا بعود في المعادلة عند النقطة
+
+319
+00:29:40,410 --> 00:29:47,990
+هذه تتحقق هذا الخط بيحققها وهذا الخط بيحققها اذا
+
+320
+00:29:47,990 --> 00:29:51,550
+بعود في معادلة الخط هذا بتاع ال maximum share
+
+321
+00:29:51,550 --> 00:29:59,310
+بالسيران دي هنا sigma
+
+322
+00:29:59,310 --> 00:29:59,650
+a
+
+323
+00:30:06,120 --> 00:30:14,940
+سيجما ايه؟ minus هتكون زائد سيجما
+
+324
+00:30:14,940 --> 00:30:20,200
+ايه؟
+
+325
+00:30:20,200 --> 00:30:29,950
+مظبوط بالساوية syيعني اتنين سيجما ايه بالساوية SY
+
+326
+00:30:29,950 --> 00:30:36,950
+يعني السيجما ايه بالساوية SY على اتنين وهنا حكينا
+
+327
+00:30:36,950 --> 00:30:41,630
+في pure shear element بتكون السيجما ايه ايش
+
+328
+00:30:41,630 --> 00:30:44,350
+الساوية تو maximum
+
+329
+00:30:48,590 --> 00:30:55,570
+معناته ال yield strength in shear في حال استخدمت
+
+330
+00:30:55,570 --> 00:31:03,090
+ال maximum shear stress يبتكون ال S S Y بتكون
+
+331
+00:31:03,090 --> 00:31:11,390
+تساوي bond five S Y في حالة maximum shear stress
+
+332
+00:31:11,390 --> 00:31:16,070
+stereo طب في حالة ال distortion الفيلير يحصل هنا
+
+333
+00:31:16,070 --> 00:31:23,200
+صح؟failure بيصير هنا بيصير failure لما sigma prime
+
+334
+00:31:23,200 --> 00:31:32,360
+اللي هو بيساوي sigma a تربيع minus sigma a sigma b
+
+335
+00:31:32,360 --> 00:31:40,880
+زائد sigma b تربيع بيساوي SY صح؟ هذا في حد ال
+
+336
+00:31:40,880 --> 00:31:48,650
+source energyطيب هكون عندى sigma a تربيع الكل اس
+
+337
+00:31:48,650 --> 00:31:59,090
+نص طبعا هتكون minus minus plus sigma a تربيع plus
+
+338
+00:31:59,090 --> 00:32:09,530
+sigma a تربيع أس نص بالساوة sy يعني هكون تلاتة
+
+339
+00:32:11,160 --> 00:32:18,340
+جزر تلاتة سيجما ايه بالثاوية SY واحنا حاولنا في ال
+
+340
+00:32:18,340 --> 00:32:21,660
+pure torsion case بتكون السيجما ايه بالثاوية tao
+
+341
+00:32:21,660 --> 00:32:29,660
+max يعني tao max في هذا الوقت هتكون SY على جزر
+
+342
+00:32:29,660 --> 00:32:37,400
+التلاتة يعني هتكون point خمسة سبعة سبعة SY هذي
+
+343
+00:32:37,400 --> 00:32:42,000
+الثاويةالـ yield strength in shear في حالة ال
+
+344
+00:32:42,000 --> 00:32:44,380
+distortion energy theory ال yield strength in
+
+345
+00:32:44,380 --> 00:32:51,200
+shear بتكون تساوي point خمسة سبعة سبعة XY
+
+346
+00:32:53,930 --> 00:32:56,790
+بنحكي هنا في حالة ال maximum share history ال S S
+
+347
+00:32:56,790 --> 00:33:03,570
+Y بيساوي نص ال S Y في حالة اللي احنا .. في حالة هى
+
+348
+00:33:03,570 --> 00:33:05,870
+.. هى .. هى التمثل ال ال strength هذى يعنى ال
+
+349
+00:33:05,870 --> 00:33:11,270
+strength in share بتكون سابونة خمسة سابعة سابعة S
+
+350
+00:33:11,270 --> 00:33:15,330
+Y خلينا
+
+351
+00:33:15,330 --> 00:33:15,990
+نشوف مثال
+
+352
+00:33:33,440 --> 00:33:40,140
+a hot rolled steel عند steel has a yield strength
+
+353
+00:33:40,140 --> 00:33:47,060
+عند ال yield strength in tension بستوى ال yield
+
+354
+00:33:47,060 --> 00:33:54,920
+strength in compression بستوى 100 kilo pound لكل
+
+355
+00:33:54,920 --> 00:33:58,920
+انش مربع و
+
+356
+00:33:58,920 --> 00:34:04,360
+ال true strain at fracture اللي هو epsilon Fبس هو
+
+357
+00:34:04,360 --> 00:34:11,360
+point خمسة خمسة هذا أكبر من point O خمسة صح؟ هناك
+
+358
+00:34:11,360 --> 00:34:14,040
+ال material إيش مالها؟ دكتايل
+
+359
+00:34:23,590 --> 00:34:25,750
+estimate the factor of safety for the following
+
+360
+00:34:25,750 --> 00:34:30,270
+principal stress states عندي هنا sigma x الحلول
+
+361
+00:34:30,270 --> 00:34:35,790
+اللي بيعطينا sigma x مستوى سبعين kilo pound per
+
+362
+00:34:35,790 --> 00:34:43,950
+square inch و sigma yبالساوية سبعين كيلو pound per
+
+363
+00:34:43,950 --> 00:34:51,630
+square inch و ال tau xy zero مانعته عند ال
+
+364
+00:34:51,630 --> 00:34:54,530
+principle planes إذا الشير السرسي سوا زيرو هدول
+
+365
+00:34:54,530 --> 00:34:58,370
+فعلا بيكونيش principle stresses صح؟ مانعته ال
+
+366
+00:34:58,370 --> 00:35:07,070
+sigma واحد بساوية سبعينكيلو pound per square inch
+
+367
+00:35:07,070 --> 00:35:12,870
+بالساوية سيجما اتنين خلينا نحكي السيجما A بالساوية
+
+368
+00:35:12,870 --> 00:35:19,370
+سيجما B بالساوية سبعين كيلو pound per square inch
+
+369
+00:35:19,370 --> 00:35:25,190
+يعني
+
+370
+00:35:25,190 --> 00:35:29,930
+في الحالة دي four mice ايش بالساوية لو بدى استخدم
+
+371
+00:35:31,870 --> 00:35:34,290
+لو بدى استخدم .. اذا بدى استخدم maximum shear
+
+372
+00:35:34,290 --> 00:35:41,770
+stress theory maximum shear stress theory هتكون ال
+
+373
+00:35:41,770 --> 00:35:46,970
+tau maximum ايش بتساوي هاي
+
+374
+00:35:46,970 --> 00:35:51,450
+sigma واحد sigma تاني sigma تلاتة سافر هتكون هتكون
+
+375
+00:35:51,450 --> 00:35:54,630
+sigma
+
+376
+00:35:54,630 --> 00:36:01,020
+ايهعلى اتنين يعني هتكون ايش ساوي خمس تلاتين kilo
+
+377
+00:36:01,020 --> 00:36:10,700
+pound per square inch و ال S S Y ايش متساوي S Y
+
+378
+00:36:10,700 --> 00:36:19,080
+على اتنين يعني هتكون ايش مية على اتنين خمسين خمسين
+
+379
+00:36:19,080 --> 00:36:24,260
+kilo pound per square inchمعناته هتكون ال factor
+
+380
+00:36:24,260 --> 00:36:28,520
+of safety N في حالة ال maximum shear stress theory
+
+381
+00:36:28,520 --> 00:36:38,300
+بيستوى S Sy على Tau Max يعني هتكون خمسين على خمس
+
+382
+00:36:38,300 --> 00:36:41,760
+سوى تلاتين هذا في حالة استخدام maximum shear
+
+383
+00:36:41,760 --> 00:36:45,800
+stress theory في
+
+384
+00:36:45,800 --> 00:36:52,630
+حالة ال distortion energy theoryهيكون عندى ال fact
+
+385
+00:36:52,630 --> 00:37:00,130
+في حالة distortion energy ال N هيكون SSY على tau
+
+386
+00:37:00,130 --> 00:37:04,190
+max طب
+
+387
+00:37:04,190 --> 00:37:07,030
+ال SSY ايش يساوي في حالة ال distortion energy
+
+388
+00:37:07,030 --> 00:37:13,550
+يساوي bond خمسة سبعة سبعة S Y يعني هتكون سبعة و
+
+389
+00:37:13,550 --> 00:37:21,400
+خمسين و سبعة من عشرة kilo poundper square inch
+
+390
+00:37:21,400 --> 00:37:25,300
+يعني هكون ال factor of safety بيكون سوى سبعة و
+
+391
+00:37:25,300 --> 00:37:33,280
+خمسين point seven على خمسة و تلاتين واضح انه ال
+
+392
+00:37:33,280 --> 00:37:35,560
+factor of safety في حالة لو استخدام ال distortion
+
+393
+00:37:35,560 --> 00:37:39,940
+theory بيكون أعلى من ال factor of safety في حالة
+
+394
+00:37:39,940 --> 00:37:42,360
+ال maximum shear risk theory فهذا بأكدنا ان
+
+395
+00:37:42,360 --> 00:37:45,420
+maximum shear risk theory is more conservative لما
+
+396
+00:37:45,420 --> 00:37:49,260
+ال factor of safety أقل معناته بتتوقع الفيلير بشكل
+
+397
+00:37:49,260 --> 00:38:10,570
+مبكرلكن هذه اكثر دقة هنشوف حالة تانية ناخد
+
+398
+00:38:10,570 --> 00:38:16,390
+sigma x بالساوية
+
+399
+00:38:16,390 --> 00:38:16,990
+ستين
+
+400
+00:38:20,690 --> 00:38:30,830
+و sigma y ساوية أربعين و
+
+401
+00:38:30,830 --> 00:38:45,590
+tau xy ساوية ناقص خمس عشر هد
+
+402
+00:38:45,590 --> 00:38:46,690
+السلسلة الصارت عندك
+
+403
+00:38:52,820 --> 00:39:00,220
+لأ لأ انت عندك لما ترسم ال more circle لهذه ال
+
+404
+00:39:00,220 --> 00:39:05,040
+more circle لهذه هتكون مقطة زي هيك هيك هتكون
+
+405
+00:39:11,180 --> 00:39:16,700
+نفس النقطة يعني عندك sigma x هذي هذي تمثل هذي تمثل
+
+406
+00:39:16,700 --> 00:39:25,460
+زي هيك هذي هتكون حالتها اتها
+
+407
+00:39:25,460 --> 00:39:33,120
+مظبوط ارسم more circle يعني
+
+408
+00:39:33,120 --> 00:39:34,880
+هتروح تيجي تعمل
+
+409
+00:39:37,840 --> 00:39:44,480
+هتكون لها هي sigma مثلا ال sigma وهي share stress
+
+410
+00:39:44,480 --> 00:39:50,200
+share stress صفر ها هي نقطة وهي نقطة خلص خلصنا و
+
+411
+00:39:50,200 --> 00:39:55,320
+هنا في نقطة صفر صفر و صفر اطول
+
+412
+00:39:55,320 --> 00:39:58,660
+بما تشوف تا و XY صفر معناته انت تحكي عن ال
+
+413
+00:39:58,660 --> 00:40:02,840
+principle of state و stress طيب
+
+414
+00:40:04,260 --> 00:40:06,140
+طبعا هنا في more circle بدي اوجد ال center ال
+
+415
+00:40:06,140 --> 00:40:10,440
+center بتاع ال more circle C ايش يستوي سيجما X زي
+
+416
+00:40:10,440 --> 00:40:15,400
+سيجما Y على 2 يعني ستين زي اربعين مية على اتنين
+
+417
+00:40:15,400 --> 00:40:16,880
+خمسين
+
+418
+00:40:21,760 --> 00:40:26,540
+وال radius هكون جزر التربيع الى sigma x minus
+
+419
+00:40:26,540 --> 00:40:33,020
+sigma y على اتنين لكل تربيع زائد تاو اكس واي تربيع
+
+420
+00:40:33,020 --> 00:40:40,200
+هكون جزر التربيع sigma x اللي هي ستين ناقص اربعين
+
+421
+00:40:40,200 --> 00:40:48,640
+عشرين على اتنين عشرة تربيع زائد خمستاش تربيع
+
+422
+00:40:56,040 --> 00:41:03,420
+18.027 kilo pound per square inch معناته سجما واحد
+
+423
+00:41:03,420 --> 00:41:16,260
+هتكون C زاد R يعني هتكون 68.027 و
+
+424
+00:41:16,260 --> 00:41:23,170
+سجما اتنين اللي هو C minus Rهنا هتكون خمسين ناقص
+
+425
+00:41:23,170 --> 00:41:31,210
+تمانتاش اتنين و تلاتين واحد تلاتين Bon تسعة ستة
+
+426
+00:41:31,210 --> 00:41:42,850
+تلاتة filipin per square inch هذا سيجما
+
+427
+00:41:42,850 --> 00:41:45,950
+اتنين و سيجما تلاتة
+
+428
+00:41:48,970 --> 00:42:00,910
+هتكون تساوي Zero في
+
+429
+00:42:00,910 --> 00:42:05,670
+حال استخدمت ال maximum shear
+
+430
+00:42:05,670 --> 00:42:10,950
+stress theory التنتج الجوجل هتكون تو maximum
+
+431
+00:42:10,950 --> 00:42:19,690
+بالسواء سجن واحد على اتنينهتكون سيجما واحد
+
+432
+00:42:19,690 --> 00:42:23,690
+مانسيجما تلاتة على اتنين هتكون اللي هي تماما ستين
+
+433
+00:42:23,690 --> 00:42:30,770
+على اتنين اربعة و تلاتين بونت او واحد اربعة
+
+434
+00:42:37,950 --> 00:42:44,690
+ومعنى ال factor of safety n بيستوى SSY على tau max
+
+435
+00:42:44,690 --> 00:42:50,250
+SSY اللي هي خمسين صح خمسين على اربعة و تلاتين
+
+436
+00:42:50,250 --> 00:42:59,330
+point او واحد اربعة في حالة distortion energy ال
+
+437
+00:42:59,330 --> 00:43:05,490
+tau max وهي هي لكن اختلف ايشاللي بدنا نحسب ال
+
+438
+00:43:05,490 --> 00:43:13,650
+volume is sigma prime يا
+
+439
+00:43:13,650 --> 00:43:18,570
+بيصير تحسب ال volume is او تحكي ايش اذا حكيت يعني
+
+440
+00:43:18,570 --> 00:43:22,730
+بتحكي في حالة ال volume is ال factor of safety
+
+441
+00:43:22,730 --> 00:43:29,930
+بيستوي sy على sigma prime هي الخيار sigma prime
+
+442
+00:43:29,930 --> 00:43:33,670
+ايش هتكون ساوية هتكون
+
+443
+00:43:35,290 --> 00:43:39,010
+السيجما واحد تربيع مانس سيجما واحد سيجما اتنين زي
+
+444
+00:43:39,010 --> 00:43:45,470
+السيجما اتنين تربيع الكل اص نص صح يعني هتكون سيجما
+
+445
+00:43:45,470 --> 00:43:50,250
+واحد تربيع اللي هو تمانية ستين point او اتنين
+
+446
+00:43:50,250 --> 00:43:55,350
+سابعة minus تمانية ستين point او اتنين سابعة في
+
+447
+00:43:55,350 --> 00:44:00,950
+واحد تلاتين point تسعة ستة تلاتة زي واحد تلاتين
+
+448
+00:44:00,950 --> 00:44:06,700
+point تسعة ستة تلاتة تربيع هين تربيعالكل أص نص
+
+449
+00:44:06,700 --> 00:44:15,640
+تسعة
+
+450
+00:44:15,640 --> 00:44:23,040
+و حمسين تسعة و حمسين بالظبط
+
+451
+00:44:23,040 --> 00:44:29,940
+تسعة و حمسين كالي باون بيريس كورينش ال factor ستة
+
+452
+00:44:29,940 --> 00:44:35,290
+هيكون أسواعي اللي هو ميةعلى تسعة و خمسين احسب ليه
+
+453
+00:44:35,290 --> 00:44:40,770
+ده
+
+454
+00:44:40,770 --> 00:44:48,930
+واحد فاصل ستة واحد فاصل ستة او بعدي احكي ال N
+
+455
+00:44:48,930 --> 00:44:54,070
+بالساوي ال SSY في حالة ال dissonance يصير على اياش
+
+456
+00:44:54,070 --> 00:45:01,160
+على ال tau maxيعني نفس ال .. هدا نفس هذه تماما
+
+457
+00:45:01,160 --> 00:45:10,580
+بتساوي ال SSY اللي هي سبعة و خمسين و سبعة على ال
+
+458
+00:45:10,580 --> 00:45:15,080
+tau max انا حسبت على اربعة و تلاتين point O واحد
+
+459
+00:45:15,080 --> 00:45:23,680
+اربع حسبوليها المفروض
+
+460
+00:45:23,680 --> 00:45:24,360
+تطلع نفس الرقم
+
+461
+00:45:28,800 --> 00:45:32,500
+نفس الاشي بس ال definition بتاع ال yield strings
+
+462
+00:45:32,500 --> 00:45:41,600
+بيختلف يعني بتصف ان انا ممكن اعتبر by
+
+463
+00:45:41,600 --> 00:45:46,880
+definition انه by definition ال maximum share is
+
+464
+00:45:46,880 --> 00:45:51,140
+going to 0 و ال distortion is going to 0نفس
+
+465
+00:45:51,140 --> 00:45:56,400
+الأشياء بس ال definition بتاع ال SSY مختلف واضح؟
+
+466
+00:45:56,400 --> 00:45:59,560
+يعني في الحالتين بحس التاوميكس أنا بس في الحالة
+
+467
+00:45:59,560 --> 00:46:05,100
+الأولى ال SSY بيساوي نص ال SY في حالة ال
+
+468
+00:46:05,100 --> 00:46:10,200
+distortion ال SSY بيساوي point خمسة سبعة سبعة SY
+
+469
+00:46:10,200 --> 00:46:13,260
+كلكم خلصت محاضرة اليوم طيب كل عافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..7b3b548897866dfe223953d3cc212271363ceb02
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 2703, "start": 5.11, "end": 27.03, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة الفاترة بدأنا chapter خمسة failures resulting from static loading هنعمل مراجعة سريعة للمحاضرة احنا حكينا محتاجين حكينا عن ال stress concentration factors", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 9673, 5016, 46958, 25720, 27188, 9307, 25720, 47525, 10721, 8315, 7187, 16490, 2304, 3794, 3660, 20774, 16505, 490, 13437, 15114, 8032, 1863, 25957, 1211, 3714, 2288, 26108, 27884, 8608, 16572, 27884, 5296, 19528, 5016, 46958, 25720, 1975, 5016, 8315, 11331, 4117, 1829, 8315, 3714, 33753, 26108, 9957, 11331, 4117, 1829, 8315, 18871, 2423, 4244, 9856, 6771], "avg_logprob": -0.11734858001630331, 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{"start": 373.96, "end": 374.7, "word": " hydrostatically", "probability": 0.7110595703125}, {"start": 374.7, "end": 375.42, "word": " exhibit", "probability": 0.8701171875}, {"start": 375.42, "end": 375.84, "word": " yield", "probability": 0.923828125}, {"start": 375.84, "end": 376.24, "word": " strength", "probability": 0.9599609375}, {"start": 376.24, "end": 376.98, "word": " greatly", "probability": 0.94921875}, {"start": 376.98, "end": 377.28, "word": " in", "probability": 0.96923828125}, {"start": 377.28, "end": 377.72, "word": " excess", "probability": 0.88623046875}, {"start": 377.72, "end": 377.98, "word": " of", "probability": 0.984375}, {"start": 377.98, "end": 378.46, "word": " expected", "probability": 0.8837890625}, {"start": 378.46, "end": 379.34, "word": " values،", "probability": 0.7213134765625}, {"start": 379.34, "end": 379.54, "word": " إذا", "probability": 0.6318359375}, {"start": 379.54, "end": 379.74, "word": " إيش", "probability": 0.8372395833333334}, {"start": 379.74, "end": 379.86, "word": " عن", "probability": 0.4931640625}, {"start": 379.86, "end": 380.38, "word": " hydrostatic", "probability": 0.8074544270833334}, {"start": 380.38, "end": 381.3, "word": " يعني؟", "probability": 0.9127604166666666}, {"start": 381.3, "end": 381.86, "word": " إذا", "probability": 0.9814453125}, {"start": 381.86, "end": 382.1, "word": " عندي", "probability": 0.784912109375}, {"start": 382.1, "end": 382.46, "word": " stress", "probability": 0.96728515625}, {"start": 382.46, "end": 382.88, "word": " element", "probability": 0.9814453125}], "temperature": 1.0}, {"id": 18, "seek": 41957, "start": 398.21, "end": 419.57, "text": "فعملتله stress من كل جهة .. hydrostatic stress يعني pressure متساوى من كل جهة هاي sigma sigma sigma sigma", "tokens": [5172, 25957, 1211, 2655, 43761, 4244, 9154, 28242, 10874, 3224, 3660, 4386, 5796, 27494, 2399, 4244, 37495, 22653, 3321, 44650, 3794, 995, 2407, 7578, 9154, 28242, 10874, 3224, 3660, 8032, 47302, 12771, 12771, 12771, 12771], "avg_logprob": -0.3142361177338494, "compression_ratio": 1.3495145631067962, "no_speech_prob": 0.0, "words": [{"start": 398.21, "end": 398.81, "word": "فعملتله", "probability": 0.81669921875}, {"start": 398.81, "end": 399.23, "word": " stress", "probability": 0.9326171875}, {"start": 399.23, "end": 399.45, "word": " من", "probability": 0.8603515625}, {"start": 399.45, "end": 399.71, "word": " كل", "probability": 0.99169921875}, {"start": 399.71, "end": 399.89, "word": " جهة", "probability": 0.8844401041666666}, {"start": 399.89, "end": 399.97, "word": " ..", "probability": 0.230712890625}, {"start": 399.97, "end": 400.49, "word": " hydrostatic", "probability": 0.7229410807291666}, {"start": 400.49, "end": 400.79, "word": " stress", "probability": 0.98388671875}, {"start": 400.79, "end": 401.13, "word": " يعني", "probability": 0.941162109375}, {"start": 401.13, "end": 401.63, "word": " pressure", "probability": 0.96630859375}, {"start": 401.63, "end": 402.41, "word": " متساوى", "probability": 0.8513671875}, {"start": 402.41, "end": 402.47, "word": " من", "probability": 0.7900390625}, {"start": 402.47, "end": 402.65, "word": " كل", "probability": 0.98046875}, {"start": 402.65, "end": 402.97, "word": " جهة", "probability": 0.7000325520833334}, {"start": 402.97, "end": 404.65, "word": " هاي", "probability": 0.4578857421875}, {"start": 404.65, "end": 405.21, "word": " sigma", "probability": 0.465576171875}, {"start": 405.21, "end": 410.21, "word": " sigma", "probability": 0.5048828125}, {"start": 410.21, "end": 413.75, "word": " sigma", "probability": 0.88671875}, {"start": 413.75, "end": 419.57, "word": " sigma", "probability": 0.9462890625}], "temperature": 1.0}, {"id": 19, "seek": 45137, "start": 429.15, "end": 451.37, "text": "فالبصير اذا فاكرين اننا حكينا epsilon x سواء حد على a في sigma x minus u في sigma y زائد sigma z و هكذا epsilon y", "tokens": [5172, 6027, 3555, 9381, 13546, 1975, 15730, 6156, 995, 37983, 9957, 16472, 8315, 11331, 4117, 1829, 8315, 17889, 2031, 8608, 2407, 16606, 11331, 3215, 15844, 257, 8978, 12771, 2031, 3175, 344, 8978, 12771, 288, 30767, 16373, 3215, 12771, 710, 4032, 8032, 4117, 15730, 17889, 288], "avg_logprob": -0.3960597936225974, "compression_ratio": 1.2698412698412698, "no_speech_prob": 0.0, "words": [{"start": 429.15, "end": 430.25, "word": "فالبصير", "probability": 0.79921875}, {"start": 430.25, "end": 431.35, "word": " اذا", "probability": 0.7257080078125}, {"start": 431.35, "end": 431.85, "word": " فاكرين", "probability": 0.7857666015625}, {"start": 431.85, "end": 432.15, "word": " اننا", "probability": 0.45947265625}, {"start": 432.15, "end": 433.01, "word": " حكينا", "probability": 0.91796875}, {"start": 433.01, "end": 433.53, "word": " epsilon", "probability": 0.58544921875}, {"start": 433.53, "end": 434.27, "word": " x", "probability": 0.78466796875}, {"start": 434.27, "end": 436.37, "word": " سواء", "probability": 0.2941487630208333}, {"start": 436.37, "end": 436.61, "word": " حد", "probability": 0.6739501953125}, {"start": 436.61, "end": 436.79, "word": " على", "probability": 0.5625}, {"start": 436.79, "end": 437.15, "word": " a", "probability": 0.38330078125}, {"start": 437.15, "end": 441.01, "word": " في", "probability": 0.77880859375}, {"start": 441.01, "end": 441.73, "word": " sigma", "probability": 0.77099609375}, {"start": 441.73, "end": 442.47, "word": " x", "probability": 0.97900390625}, {"start": 442.47, "end": 444.37, "word": " minus", "probability": 0.3525390625}, {"start": 444.37, "end": 444.95, "word": " u", "probability": 0.362548828125}, {"start": 444.95, "end": 446.63, "word": " في", "probability": 0.244140625}, {"start": 446.63, "end": 446.93, "word": " sigma", "probability": 0.89501953125}, {"start": 446.93, "end": 447.45, "word": " y", "probability": 0.97265625}, {"start": 447.45, "end": 448.89, "word": " زائد", "probability": 0.6880696614583334}, {"start": 448.89, "end": 449.47, "word": " sigma", "probability": 0.9287109375}, {"start": 449.47, "end": 449.89, "word": " z", "probability": 0.98486328125}, {"start": 449.89, "end": 450.23, "word": " و", "probability": 0.74609375}, {"start": 450.23, "end": 450.61, "word": " هكذا", "probability": 0.7860514322916666}, {"start": 450.61, "end": 450.95, "word": " epsilon", "probability": 0.87451171875}, {"start": 450.95, "end": 451.37, "word": " y", "probability": 0.9697265625}], "temperature": 1.0}, {"id": 20, "seek": 47529, "start": 454.97, "end": 475.29, "text": "بسا واحدة ل a في ال sigma y minus ال u في sigma x زاد sigma z و epsilon z بسا واحدة ل a في sigma z minus ال u في sigma x زاد sigma y", "tokens": [3555, 3794, 995, 36764, 24401, 3660, 5296, 257, 8978, 2423, 12771, 288, 3175, 2423, 344, 8978, 12771, 2031, 30767, 18513, 12771, 710, 4032, 17889, 710, 4724, 3794, 995, 36764, 24401, 3660, 5296, 257, 8978, 12771, 710, 3175, 2423, 344, 8978, 12771, 2031, 30767, 18513, 12771, 288], "avg_logprob": -0.20063164576571038, "compression_ratio": 1.8387096774193548, 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في", "probability": 0.9658203125}, {"start": 468.97, "end": 469.37, "word": " sigma", "probability": 0.80810546875}, {"start": 469.37, "end": 469.83, "word": " z", "probability": 0.9931640625}, {"start": 469.83, "end": 470.41, "word": " minus", "probability": 0.990234375}, {"start": 470.41, "end": 470.69, "word": " ال", "probability": 0.953125}, {"start": 470.69, "end": 471.03, "word": " u", "probability": 0.982421875}, {"start": 471.03, "end": 472.01, "word": " في", "probability": 0.9794921875}, {"start": 472.01, "end": 472.37, "word": " sigma", "probability": 0.93994140625}, {"start": 472.37, "end": 472.87, "word": " x", "probability": 0.9833984375}, {"start": 472.87, "end": 473.65, "word": " زاد", "probability": 0.981689453125}, {"start": 473.65, "end": 474.57, "word": " sigma", "probability": 0.98291015625}, {"start": 474.57, "end": 475.29, "word": " y", "probability": 0.97509765625}], "temperature": 1.0}, {"id": 21, "seek": 50250, "start": 477.04, "end": 502.5, "text": "يعني due to poison effect بيكون strain في التجاهات التانية لكن انا في الحالة هذه عندي خلنا نحكي epsilon x هتكون عندي هنا واحدة لا إيه في sigma", "tokens": [40228, 22653, 3462, 281, 10836, 1802, 4724, 1829, 30544, 14249, 8978, 16712, 7435, 40294, 9307, 16712, 7649, 10632, 44381, 1975, 8315, 8978, 21542, 6027, 3660, 29538, 18871, 16254, 16490, 1211, 8315, 8717, 5016, 4117, 1829, 17889, 2031, 8032, 2655, 30544, 18871, 16254, 34105, 36764, 24401, 3660, 20193, 11933, 1829, 3224, 8978, 12771], "avg_logprob": -0.29599055479157643, "compression_ratio": 1.4350649350649352, "no_speech_prob": 0.0, "words": [{"start": 477.04, "end": 477.44, "word": "يعني", "probability": 0.910888671875}, {"start": 477.44, "end": 477.9, "word": " due", "probability": 0.69482421875}, {"start": 477.9, "end": 478.08, "word": " to", "probability": 0.98583984375}, {"start": 478.08, "end": 478.46, "word": " poison", "probability": 0.2022705078125}, {"start": 478.46, "end": 480.04, "word": " effect", "probability": 0.94140625}, 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486.42, "end": 486.76, "word": " نحكي", "probability": 0.969970703125}, {"start": 486.76, "end": 488.38, "word": " epsilon", "probability": 0.287841796875}, {"start": 488.38, "end": 489.12, "word": " x", "probability": 0.69921875}, {"start": 489.12, "end": 491.84, "word": " هتكون", "probability": 0.9205729166666666}, {"start": 491.84, "end": 496.18, "word": " عندي", "probability": 0.812255859375}, {"start": 496.18, "end": 496.44, "word": " هنا", "probability": 0.6494140625}, {"start": 496.44, "end": 497.26, "word": " واحدة", "probability": 0.9205729166666666}, {"start": 497.26, "end": 497.44, "word": " لا", "probability": 0.339599609375}, {"start": 497.44, "end": 499.08, "word": " إيه", "probability": 0.7652994791666666}, {"start": 499.08, "end": 499.5, "word": " في", "probability": 0.85693359375}, {"start": 499.5, "end": 502.5, "word": " sigma", "probability": 0.5927734375}], "temperature": 1.0}, {"id": 22, "seek": 52436, "start": 510.46, "end": 524.36, "text": "السيجما زاد سيجما صح؟ يعني هتكون واحد على ايه في او في السيجما في واحد ناقص اتنين", "tokens": [6027, 3794, 1829, 7435, 15042, 30767, 18513, 8608, 1829, 7435, 15042, 20328, 5016, 22807, 37495, 22653, 8032, 2655, 30544, 36764, 24401, 15844, 1975, 1829, 3224, 8978, 1975, 2407, 8978, 21136, 1829, 7435, 15042, 8978, 36764, 24401, 8717, 995, 4587, 9381, 1975, 2655, 1863, 9957], "avg_logprob": -0.33645834392971463, "compression_ratio": 1.5208333333333333, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 510.4599999999999, "end": 511.61999999999995, "word": "السيجما", "probability": 0.548577880859375}, {"start": 511.61999999999995, "end": 512.78, "word": " زاد", "probability": 0.4244384765625}, {"start": 512.78, "end": 513.2, "word": " سيجما", "probability": 0.8533935546875}, {"start": 513.2, "end": 515.48, "word": " صح؟", "probability": 0.5894368489583334}, {"start": 515.48, "end": 516.12, "word": " يعني", "probability": 0.7900390625}, {"start": 516.12, "end": 516.7, "word": " هتكون", "probability": 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"probability": 0.81884765625}, {"start": 1040.29, "end": 1040.93, "word": " اتنين", "probability": 0.9781494140625}, {"start": 1040.93, "end": 1042.87, "word": " M", "probability": 0.387451171875}, {"start": 1042.87, "end": 1043.15, "word": " U", "probability": 0.7734375}, {"start": 1043.15, "end": 1043.89, "word": " هيك", "probability": 0.57025146484375}, {"start": 1043.89, "end": 1045.17, "word": " مظبوط", "probability": 0.8673828125}, {"start": 1045.17, "end": 1047.67, "word": " معناته", "probability": 0.5736490885416666}, {"start": 1047.67, "end": 1047.79, "word": " ال", "probability": 0.89501953125}, {"start": 1047.79, "end": 1048.09, "word": " strain", "probability": 0.78466796875}, {"start": 1048.09, "end": 1048.45, "word": " energy", "probability": 0.8544921875}, {"start": 1048.45, "end": 1048.67, "word": " due", "probability": 0.96044921875}, {"start": 1048.67, "end": 1048.83, "word": " to", "probability": 0.88818359375}, {"start": 1048.83, "end": 1049.47, "word": " volume", 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"probability": 0.93798828125}, {"start": 2201.76, "end": 2202.0, "word": " stress", "probability": 0.9267578125}, {"start": 2202.0, "end": 2202.38, "word": " theory", "probability": 0.73828125}, {"start": 2202.38, "end": 2205.8, "word": " في", "probability": 0.916015625}, {"start": 2205.8, "end": 2206.42, "word": " حالة", "probability": 0.99755859375}, {"start": 2206.42, "end": 2207.14, "word": " ال", "probability": 0.9072265625}, {"start": 2207.14, "end": 2207.58, "word": " distortion", "probability": 0.9150390625}, {"start": 2207.58, "end": 2207.92, "word": " energy", "probability": 0.953125}, {"start": 2207.92, "end": 2208.34, "word": " theory", "probability": 0.81005859375}], "temperature": 1.0}, {"id": 90, "seek": 223889, "start": 2209.81, "end": 2238.89, "text": "هيكون عندى ال fact في حالة distortion energy ال N هيكون SSY على tau max طب ال SSY ايش يساوي في حالة ال distortion energy يساوي bond خمسة سبعة سبعة S Y يعني هتكون سبعة و خمسين و سبعة من عشرة kilo pound", "tokens": [3224, 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"word": " سبعة", "probability": 0.91796875}, {"start": 2229.49, "end": 2230.63, "word": " سبعة", "probability": 0.9420572916666666}, {"start": 2230.63, "end": 2231.39, "word": " S", "probability": 0.2362060546875}, {"start": 2231.39, "end": 2231.81, "word": " Y", "probability": 0.57080078125}, {"start": 2231.81, "end": 2232.83, "word": " يعني", "probability": 0.823486328125}, {"start": 2232.83, "end": 2233.13, "word": " هتكون", "probability": 0.9627278645833334}, {"start": 2233.13, "end": 2233.47, "word": " سبعة", "probability": 0.94482421875}, {"start": 2233.47, "end": 2233.55, "word": " و", "probability": 0.98779296875}, {"start": 2233.55, "end": 2234.05, "word": " خمسين", "probability": 0.95947265625}, {"start": 2234.05, "end": 2236.37, "word": " و", "probability": 0.9052734375}, {"start": 2236.37, "end": 2236.71, "word": " سبعة", "probability": 0.8894856770833334}, {"start": 2236.71, "end": 2236.87, "word": " من", "probability": 0.74853515625}, {"start": 2236.87, "end": 2237.33, "word": " عشرة", "probability": 0.8826497395833334}, {"start": 2237.33, "end": 2238.45, "word": " kilo", "probability": 0.50732421875}, {"start": 2238.45, "end": 2238.89, "word": " pound", "probability": 0.95458984375}], "temperature": 1.0}, {"id": 91, "seek": 227010, "start": 2240.32, "end": 2270.1, "text": "per square inch يعني هكون ال factor of safety بيكون سوى سبعة و خمسين point seven على خمسة و تلاتين واضح انه ال factor of safety في حالة لو استخدام ال distortion theory بيكون أعلى من ال factor of safety في حالة ال maximum shear risk theory فهذا بأكدنا ان maximum shear risk theory is more conservative لما ال factor of safety أقل معناته بتتوقع الفيلير بشكل مبكر", "tokens": [610, 3732, 7227, 37495, 22653, 8032, 30544, 2423, 5952, 295, 4514, 4724, 1829, 30544, 8608, 2407, 7578, 8608, 3555, 27884, 4032, 16490, 2304, 3794, 9957, 935, 3407, 15844, 16490, 2304, 3794, 3660, 4032, 6055, 1211, 9307, 9957, 4032, 46958, 5016, 16472, 3224, 2423, 5952, 295, 4514, 8978, 11331, 6027, 3660, 45164, 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0.81640625}, {"start": 2263.26, "end": 2263.46, "word": " is", "probability": 0.82470703125}, {"start": 2263.46, "end": 2263.7, "word": " more", "probability": 0.9443359375}, {"start": 2263.7, "end": 2264.28, "word": " conservative", "probability": 0.94677734375}, {"start": 2264.28, "end": 2265.42, "word": " لما", "probability": 0.916015625}, {"start": 2265.42, "end": 2265.54, "word": " ال", "probability": 0.78662109375}, {"start": 2265.54, "end": 2265.72, "word": " factor", "probability": 0.97021484375}, {"start": 2265.72, "end": 2265.86, "word": " of", "probability": 0.97265625}, {"start": 2265.86, "end": 2266.04, "word": " safety", "probability": 0.9814453125}, {"start": 2266.04, "end": 2266.64, "word": " أقل", "probability": 0.95458984375}, {"start": 2266.64, "end": 2267.38, "word": " معناته", "probability": 0.6309407552083334}, {"start": 2267.38, "end": 2268.5, "word": " بتتوقع", "probability": 0.8221435546875}, {"start": 2268.5, "end": 2268.88, "word": " الفيلير", "probability": 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{"start": 2273.53, "end": 2275.09, "word": " هنشوف", "probability": 0.7625732421875}, {"start": 2275.09, "end": 2275.45, "word": " حالة", "probability": 0.8567708333333334}, {"start": 2275.45, "end": 2276.31, "word": " تانية", "probability": 0.9905598958333334}, {"start": 2276.31, "end": 2290.57, "word": " ناخد", "probability": 0.9278971354166666}, {"start": 2290.57, "end": 2290.97, "word": " sigma", "probability": 0.2054443359375}, {"start": 2290.97, "end": 2291.51, "word": " x", "probability": 0.50439453125}, {"start": 2291.51, "end": 2296.39, "word": " بالساوية", "probability": 0.6518310546875}, {"start": 2296.39, "end": 2296.99, "word": " ستين", "probability": 0.83251953125}], "temperature": 1.0}, {"id": 93, "seek": 232669, "start": 2300.69, "end": 2326.69, "text": "و sigma y ساوية أربعين و tau xy ساوية ناقص خمس عشر هد السلسلة الصارت عندك", "tokens": [2407, 12771, 288, 8608, 995, 2407, 10632, 5551, 25513, 3615, 9957, 4032, 17842, 2031, 88, 8608, 995, 2407, 10632, 8717, 995, 4587, 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"probability": 0.8780517578125}, {"start": 2702.54, "end": 2702.92, "word": " ال", "probability": 0.93212890625}, {"start": 2702.92, "end": 2703.7, "word": " SSY", "probability": 0.60101318359375}, {"start": 2703.7, "end": 2705.5, "word": " اللي", "probability": 0.72802734375}, {"start": 2705.5, "end": 2705.84, "word": " هي", "probability": 0.77392578125}, {"start": 2705.84, "end": 2706.68, "word": " سبعة", "probability": 0.8626302083333334}, {"start": 2706.68, "end": 2706.76, "word": " و", "probability": 0.95703125}, {"start": 2706.76, "end": 2707.3, "word": " خمسين", "probability": 0.9537353515625}, {"start": 2707.3, "end": 2708.62, "word": " و", "probability": 0.9482421875}, {"start": 2708.62, "end": 2709.2, "word": " سبعة", "probability": 0.9581705729166666}, {"start": 2709.2, "end": 2710.42, "word": " على", "probability": 0.73291015625}, {"start": 2710.42, "end": 2710.58, "word": " ال", "probability": 0.689453125}, {"start": 2710.58, "end": 2710.68, "word": " tau", "probability": 0.1739501953125}, {"start": 2710.68, "end": 2710.9, "word": " max", "probability": 0.52734375}, {"start": 2710.9, "end": 2711.08, "word": " انا", "probability": 0.699951171875}, {"start": 2711.08, "end": 2711.48, "word": " حسبت", "probability": 0.9319661458333334}, {"start": 2711.48, "end": 2711.7, "word": " على", "probability": 0.640625}, {"start": 2711.7, "end": 2712.02, "word": " اربعة", "probability": 0.82421875}, {"start": 2712.02, "end": 2712.1, "word": " و", "probability": 0.81005859375}, {"start": 2712.1, "end": 2712.64, "word": " تلاتين", "probability": 0.9573974609375}, {"start": 2712.64, "end": 2714.48, "word": " point", "probability": 0.97509765625}, {"start": 2714.48, "end": 2714.78, "word": " O", "probability": 0.55615234375}, {"start": 2714.78, "end": 2715.08, "word": " واحد", "probability": 0.6158447265625}, {"start": 2715.08, "end": 2715.28, "word": " اربع", "probability": 0.8372395833333334}, {"start": 2715.28, "end": 2716.14, "word": " حسبوليها", "probability": 0.83623046875}, {"start": 2716.14, "end": 2723.68, "word": " المفروض", "probability": 0.778472900390625}, {"start": 2723.68, "end": 2723.82, "word": " تطلع", "probability": 0.8753662109375}, {"start": 2723.82, "end": 2724.0, "word": " نفس", "probability": 0.97412109375}, {"start": 2724.0, "end": 2724.36, "word": " الرقم", "probability": 0.9708658854166666}], "temperature": 1.0}, {"id": 109, "seek": 274822, "start": 2728.8, "end": 2748.22, "text": "نفس الاشي بس ال definition بتاع ال yield strings بيختلف يعني بتصف ان انا ممكن اعتبر by definition انه by definition ال maximum share is going to 0 و ال distortion is going to 0", "tokens": [1863, 36178, 2423, 33599, 1829, 4724, 3794, 2423, 7123, 39894, 45761, 2423, 11257, 13985, 4724, 1829, 46456, 46538, 37495, 22653, 39894, 9381, 5172, 16472, 1975, 8315, 3714, 43020, 1975, 34268, 26890, 538, 7123, 16472, 3224, 538, 7123, 2423, 6674, 2073, 307, 516, 281, 1958, 4032, 2423, 28426, 307, 516, 281, 1958], "avg_logprob": -0.36598557520371217, "compression_ratio": 1.5032679738562091, "no_speech_prob": 0.0, "words": [{"start": 2728.8, "end": 2729.16, "word": "نفس", "probability": 0.92236328125}, {"start": 2729.16, "end": 2729.56, "word": " الاشي", "probability": 0.760009765625}, {"start": 2729.56, "end": 2730.92, "word": " بس", "probability": 0.791015625}, {"start": 2730.92, "end": 2731.02, "word": " ال", "probability": 0.9365234375}, {"start": 2731.02, "end": 2731.38, "word": " definition", "probability": 0.958984375}, {"start": 2731.38, "end": 2731.82, "word": " بتاع", "probability": 0.847900390625}, {"start": 2731.82, "end": 2731.98, "word": " ال", "probability": 0.5322265625}, {"start": 2731.98, "end": 2732.1, "word": " yield", "probability": 0.6376953125}, {"start": 2732.1, "end": 2732.5, "word": " strings", "probability": 0.467529296875}, {"start": 2732.5, "end": 2733.04, "word": " بيختلف", "probability": 0.846923828125}, {"start": 2733.04, "end": 2734.94, "word": " يعني", "probability": 0.786376953125}, {"start": 2734.94, "end": 2735.42, "word": " بتصف", "probability": 0.9251302083333334}, {"start": 2735.42, "end": 2735.62, "word": " ان", "probability": 0.5390625}, {"start": 2735.62, "end": 2735.76, "word": " انا", "probability": 0.978271484375}, {"start": 2735.76, "end": 2735.94, "word": " ممكن", "probability": 0.75439453125}, {"start": 2735.94, "end": 2737.1, "word": " اعتبر", "probability": 0.9794921875}, {"start": 2737.1, "end": 2741.6, "word": " by", "probability": 0.869140625}, {"start": 2741.6, "end": 2742.38, "word": " definition", "probability": 0.9345703125}, {"start": 2742.38, "end": 2744.4, "word": " انه", "probability": 0.5023193359375}, {"start": 2744.4, "end": 2744.5, "word": " by", "probability": 0.90966796875}, {"start": 2744.5, "end": 2745.1, "word": " definition", "probability": 0.935546875}, {"start": 2745.1, "end": 2746.24, "word": " ال", "probability": 0.82373046875}, {"start": 2746.24, "end": 2746.52, "word": " maximum", "probability": 0.955078125}, {"start": 2746.52, "end": 2746.78, "word": " share", "probability": 0.8388671875}, {"start": 2746.78, "end": 2746.88, "word": " is", "probability": 0.129150390625}, {"start": 2746.88, "end": 2747.0, "word": " going", "probability": 0.2108154296875}, {"start": 2747.0, "end": 2747.0, "word": " to", "probability": 0.958984375}, {"start": 2747.0, "end": 2747.22, "word": " 0", "probability": 0.209716796875}, {"start": 2747.22, "end": 2747.34, "word": " و", "probability": 0.6796875}, {"start": 2747.34, "end": 2747.38, "word": " ال", "probability": 0.81396484375}, {"start": 2747.38, "end": 2747.62, "word": " distortion", "probability": 0.1597900390625}, {"start": 2747.62, "end": 2747.84, "word": " is", "probability": 0.240234375}, {"start": 2747.84, "end": 2747.92, "word": " going", "probability": 0.9365234375}, {"start": 2747.92, "end": 2747.92, "word": " to", "probability": 0.98486328125}, {"start": 2747.92, "end": 2748.22, "word": " 0", "probability": 0.86669921875}], "temperature": 1.0}, {"id": 110, "seek": 277326, "start": 2750.42, "end": 2773.26, "text": "نفس الأشياء بس ال definition بتاع ال SSY مختلف واضح؟ يعني في الحالتين بحس التاوميكس أنا بس في الحالة الأولى ال SSY بيساوي نص ال SY في حالة ال distortion ال SSY بيساوي point خمسة سبعة سبعة SY كلكم خلصت محاضرة اليوم طيب كل عافية", "tokens": [1863, 36178, 16247, 8592, 1829, 16606, 4724, 3794, 2423, 7123, 39894, 45761, 2423, 12238, 56, 3714, 46456, 46538, 4032, 46958, 5016, 22807, 37495, 22653, 8978, 21542, 6027, 2655, 9957, 4724, 5016, 3794, 16712, 995, 20498, 1829, 4117, 3794, 41850, 4724, 3794, 8978, 21542, 6027, 3660, 16247, 12610, 7578, 2423, 12238, 56, 4724, 1829, 3794, 995, 45865, 8717, 9381, 2423, 318, 56, 8978, 11331, 6027, 3660, 2423, 28426, 2423, 12238, 56, 4724, 1829, 3794, 995, 45865, 935, 16490, 2304, 3794, 3660, 8608, 3555, 27884, 8608, 3555, 27884, 318, 56, 9122, 23275, 2304, 16490, 1211, 9381, 2655, 3714, 5016, 46958, 25720, 45595, 20498, 23032, 1829, 3555, 28242, 6225, 31845, 10632], "avg_logprob": -0.22419724880008524, "compression_ratio": 1.7619047619047619, "no_speech_prob": 5.960464477539062e-07, "words": [{"start": 2750.4200000000005, "end": 2751.1400000000003, "word": "نفس", "probability": 0.9833984375}, {"start": 2751.1400000000003, "end": 2751.86, "word": " الأشياء", "probability": 0.79241943359375}, {"start": 2751.86, "end": 2752.54, "word": " بس", "probability": 0.8876953125}, {"start": 2752.54, "end": 2752.64, "word": " ال", "probability": 0.9658203125}, {"start": 2752.64, "end": 2752.92, "word": " definition", "probability": 0.91455078125}, {"start": 2752.92, "end": 2753.2, "word": " بتاع", "probability": 0.87255859375}, {"start": 2753.2, "end": 2753.32, "word": " ال", "probability": 0.95703125}, {"start": 2753.32, "end": 2753.66, "word": " SSY", "probability": 0.652099609375}, {"start": 2753.66, "end": 2754.24, "word": " مختلف", "probability": 0.9938151041666666}, {"start": 2754.24, "end": 2756.4, "word": " واضح؟", "probability": 0.881591796875}, {"start": 2756.4, "end": 2756.62, "word": " يعني", "probability": 0.927001953125}, {"start": 2756.62, "end": 2756.7, "word": " في", "probability": 0.490966796875}, {"start": 2756.7, "end": 2756.96, "word": " الحالتين", "probability": 0.8509521484375}, {"start": 2756.96, "end": 2757.18, "word": " بحس", "probability": 0.9148763020833334}, {"start": 2757.18, "end": 2757.76, "word": " التاوميكس", "probability": 0.57305908203125}, {"start": 2757.76, "end": 2757.94, "word": " أنا", "probability": 0.64599609375}, {"start": 2757.94, "end": 2759.1, "word": " بس", "probability": 0.9384765625}, {"start": 2759.1, "end": 2759.26, "word": " في", "probability": 0.927734375}, {"start": 2759.26, "end": 2759.56, "word": " الحالة", "probability": 0.9420572916666666}, {"start": 2759.56, "end": 2759.92, "word": " الأولى", "probability": 0.98876953125}, {"start": 2759.92, "end": 2760.14, "word": " ال", "probability": 0.931640625}, {"start": 2760.14, "end": 2761.18, "word": " SSY", "probability": 0.978515625}, {"start": 2761.18, "end": 2762.44, "word": " بيساوي", "probability": 0.726220703125}, {"start": 2762.44, "end": 2763.08, "word": " نص", "probability": 0.94873046875}, {"start": 2763.08, "end": 2763.32, "word": " ال", "probability": 0.88330078125}, {"start": 2763.32, "end": 2763.92, "word": " SY", "probability": 0.559814453125}, {"start": 2763.92, "end": 2764.78, "word": " في", "probability": 0.79931640625}, {"start": 2764.78, "end": 2765.06, "word": " حالة", "probability": 0.9508463541666666}, {"start": 2765.06, "end": 2765.1, "word": " ال", "probability": 0.51953125}, {"start": 2765.1, "end": 2765.62, "word": " distortion", "probability": 0.98095703125}, {"start": 2765.62, "end": 2766.54, "word": " ال", "probability": 0.89697265625}, {"start": 2766.54, "end": 2767.22, "word": " SSY", "probability": 0.976806640625}, {"start": 2767.22, "end": 2767.6, "word": " بيساوي", "probability": 0.89755859375}, {"start": 2767.6, "end": 2767.88, "word": " point", "probability": 0.7236328125}, {"start": 2767.88, "end": 2768.32, "word": " خمسة", "probability": 0.8951416015625}, {"start": 2768.32, "end": 2768.56, "word": " سبعة", "probability": 0.9345703125}, {"start": 2768.56, "end": 2769.0, "word": " سبعة", "probability": 0.9651692708333334}, {"start": 2769.0, "end": 2770.2, "word": " SY", "probability": 0.6064453125}, {"start": 2770.2, "end": 2771.44, "word": " كلكم", "probability": 0.5890706380208334}, {"start": 2771.44, "end": 2771.92, "word": " خلصت", "probability": 0.8956298828125}, {"start": 2771.92, "end": 2772.34, "word": " محاضرة", "probability": 0.9775390625}, {"start": 2772.34, "end": 2772.62, "word": " اليوم", "probability": 0.8759765625}, {"start": 2772.62, "end": 2772.86, "word": " طيب", "probability": 0.69293212890625}, {"start": 2772.86, "end": 2772.96, "word": " كل", "probability": 0.80322265625}, {"start": 2772.96, "end": 2773.26, "word": " عافية", "probability": 0.7378743489583334}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2773.8325, "duration_after_vad": 2495.91937499999}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..2e802ef3e1216127dca7c9107f210395ad5e4e6f
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/i_RHbpmy8Fg_raw.srt
@@ -0,0 +1,1876 @@
+1
+00:00:05,110 --> 00:00:08,670
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,670 --> 00:00:13,610
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة
+
+3
+00:00:13,610 --> 00:00:16,850
+الفاترة بدأنا chapter خمسة failures resulting from
+
+4
+00:00:16,850 --> 00:00:23,410
+static loading هنعمل مراجعة سريعة للمحاضرة احنا
+
+5
+00:00:23,410 --> 00:00:26,330
+حكينا محتاجين حكينا عن ال stress concentration
+
+6
+00:00:26,330 --> 00:00:29,900
+factorsهكان وجود static loading and ductile
+
+7
+00:00:29,900 --> 00:00:33,200
+materials يبنهمل ال effect بتاع ال stress
+
+8
+00:00:33,200 --> 00:00:36,920
+concentration إذا كانت ال material ductile و ال
+
+9
+00:00:36,920 --> 00:00:39,740
+loading dynamic لازم ياخد فعلا اعتبار ال stress
+
+10
+00:00:39,740 --> 00:00:43,260
+concentration في حالة liberty ال material لازم
+
+11
+00:00:43,260 --> 00:00:47,460
+ياخد فعلا اعتبار ال stress concentration بغض النظر
+
+12
+00:00:47,460 --> 00:00:49,580
+ال loading static ولا dynamic
+
+13
+00:00:52,240 --> 00:00:55,800
+الان بالنسبة لل failure theories انا عادة بشكل عام
+
+14
+00:00:55,800 --> 00:01:01,380
+بيكون ال element تحت الدراسة طبيعته multi state of
+
+15
+00:01:01,380 --> 00:01:06,840
+stress فالحاجة .. احنا بحاجة لل .. للنظريات عشان
+
+16
+00:01:06,840 --> 00:01:10,600
+نقارن multi state stress مع one strength
+
+17
+00:01:10,600 --> 00:01:14,780
+للمaterial فعشان هيك بنعمل ال failure theories
+
+18
+00:01:15,560 --> 00:01:21,280
+بعدين نحكي على المخطط العام للشبطر المفروض نفحص
+
+19
+00:01:21,280 --> 00:01:24,720
+إذا المادة هي ductile و لا brittle إذا كان ductile
+
+20
+00:01:24,720 --> 00:01:28,840
+يعني الأبسطر أكبر من point O5 بشوف إذا ال yield
+
+21
+00:01:28,840 --> 00:01:31,940
+strength in tension بيساوي ال yield strength in
+
+22
+00:01:31,940 --> 00:01:35,540
+compression إذا yes و بدي conserve ال solution بحت
+
+23
+00:01:35,540 --> 00:01:38,860
+استخدم maximum shear stress theory إذا non
+
+24
+00:01:38,860 --> 00:01:42,470
+conservative more accurate solution بستخدماللي هي
+
+25
+00:01:42,470 --> 00:01:46,190
+distortion energy theory إذا كانت ال yield
+
+26
+00:01:46,190 --> 00:01:48,690
+strength in tension بيستويش yield strength in
+
+27
+00:01:48,690 --> 00:01:52,930
+compression بستخدم ال ductile columnar theory هذا
+
+28
+00:01:52,930 --> 00:01:56,610
+الجهة اليمين الجهة الشمال في حالة ال material
+
+29
+00:01:56,610 --> 00:02:01,790
+brittle for conservative solution بستخدم ال
+
+30
+00:02:01,790 --> 00:02:05,890
+brittle columnar theory for more accurate less
+
+31
+00:02:05,890 --> 00:02:09,350
+conservative solution بستخدم اللي هي ال modified
+
+32
+00:02:09,350 --> 00:02:15,600
+more theoryحكينا على ال maximum normal stress
+
+33
+00:02:15,600 --> 00:02:18,160
+theory، ال maximum normal stress theory بتحكي إنه
+
+34
+00:02:18,160 --> 00:02:23,900
+بيصير yielding لمن ال maximum principle stress في
+
+35
+00:02:23,900 --> 00:02:26,620
+ال stress element، في ال mechanical part الحقيقي
+
+36
+00:02:26,620 --> 00:02:31,060
+يتخطى ال yield strength، بيصير عندي إيش؟ failure
+
+37
+00:02:34,220 --> 00:02:37,500
+في الربيع الرابع لما يكون عندى في حالة two D state
+
+38
+00:02:37,500 --> 00:02:42,720
+of stress لما يكون عندى واحد stress موجب و stress
+
+39
+00:02:42,720 --> 00:02:49,810
+سالب ال theorypredict ال failure متأخر يعني بيكون
+
+40
+00:02:49,810 --> 00:02:52,350
+ساير failure و مخلص و هي لسه بتحكي لك فيش failure
+
+41
+00:02:52,350 --> 00:02:57,950
+معناته مش safe ان انا استخدم هذه ال theory ال
+
+42
+00:02:57,950 --> 00:03:01,850
+maximum shear stress theory بتحكي ان yielding ببدأ
+
+43
+00:03:01,850 --> 00:03:04,610
+لما ال maximum shear stress في ال stress element
+
+44
+00:03:04,610 --> 00:03:09,760
+في ال mechanical part تحت الدراسةبتخطأ ال maximum
+
+45
+00:03:09,760 --> 00:03:14,760
+shear stress fit in style test specimen بصير اندي
+
+46
+00:03:14,760 --> 00:03:18,880
+failure يعني هتكون لما ال tau maximum بالسواء SY
+
+47
+00:03:18,880 --> 00:03:25,200
+على 2 بصير اندي failure طبعا
+
+48
+00:03:26,510 --> 00:03:29,550
+في كل حوال لازم نولد لبناس و لسترس ال sigma 1,
+
+49
+00:03:29,650 --> 00:03:32,530
+sigma 2, sigma 3 عشان أحسس sigma 1, sigma 2, sigma
+
+50
+00:03:32,530 --> 00:03:37,670
+3، بلزمنا more circle to find sigma 1, sigma 2 و
+
+51
+00:03:37,670 --> 00:03:43,290
+sigma 3، بعدين برتبهم ترتيب بحيث sigma 1 أكبر من
+
+52
+00:03:43,290 --> 00:03:46,940
+sigma 2 أكبر من sigma 3و ال maximum shear stress
+
+53
+00:03:46,940 --> 00:03:50,660
+بيكون سواء سجن واحد ناقص سجن تلت على اتنين لازم
+
+54
+00:03:50,660 --> 00:03:53,820
+يكون اكبر و يستوى S y على اتنين و بعدين أخدنا
+
+55
+00:03:53,820 --> 00:03:57,060
+الحالة الخاصة اللي هي 2D state of stress هي عندي
+
+56
+00:03:57,060 --> 00:04:02,080
+بس two principle of stress sigma a و sigma b في
+
+57
+00:04:02,080 --> 00:04:07,600
+تلت حالات انه .. ان يكون sigma a و sigma b موجبين
+
+58
+00:04:08,400 --> 00:04:11,400
+معناته sigma 1 بتكون ساوية sigma a و sigma 3 بتكون
+
+59
+00:04:11,400 --> 00:04:15,440
+ساوية صفر و بيصير عندي failure لما sigma a أكبر و
+
+60
+00:04:15,440 --> 00:04:19,160
+يساوي as y الحالة التانية واحدة موجة بواحدة سلبة
+
+61
+00:04:19,160 --> 00:04:22,740
+بس كنت الحالة دي sigma 1 اللي هي sigma a و sigma 3
+
+62
+00:04:22,740 --> 00:04:25,820
+اللي هي sigma b و بيصير failure عندي لما sigma a
+
+63
+00:04:25,820 --> 00:04:30,160
+minus sigma b أكبر و يساوي as y الحالة التالتة انه
+
+64
+00:04:30,160 --> 00:04:33,840
+التانية السلبين يعني صفر أكبر من sigma a أكبر من
+
+65
+00:04:33,840 --> 00:04:37,090
+sigma bبالحالة دي sigma واحد بيستوى صفر و sigma
+
+66
+00:04:37,090 --> 00:04:41,590
+تلت بيستوى sigma بيه failure بيصير لما sigma بيه
+
+67
+00:04:41,590 --> 00:04:49,010
+أقل أو يستوى minus SY طيب
+
+68
+00:04:52,150 --> 00:05:00,810
+إذا we plot experimental data مع وجود ال failure
+
+69
+00:05:00,810 --> 00:05:04,450
+profile في حالة ال maximum shear stress theory
+
+70
+00:05:04,450 --> 00:05:08,710
+بنلاحظ أن ال experimental data الحقيقة برا في
+
+71
+00:05:08,710 --> 00:05:12,110
+منطقة ال failure سواء في الرابع الأول أو الرابع
+
+72
+00:05:12,110 --> 00:05:16,110
+الرابع معناته ال maximum shear stress theory
+
+73
+00:05:16,110 --> 00:05:20,800
+predictsتتوقع الفيلير مبكر يعني بتحكيلك أنه في
+
+74
+00:05:20,800 --> 00:05:23,320
+فيلير و لسه ماصارش فيلير معناته هي إيش بقى اللي
+
+75
+00:05:23,320 --> 00:05:28,860
+قاعدة محافظة يعني هنا .. هنا مثلا حاكي أنه في
+
+76
+00:05:28,860 --> 00:05:33,600
+فيلير لكن حقيقة صار فيلير بعد هيك معناته it is a
+
+77
+00:05:33,600 --> 00:05:35,240
+conservative theory
+
+78
+00:05:38,210 --> 00:05:40,250
+اليوم الموضوع الجديد هنحكي على ال distortion
+
+79
+00:05:40,250 --> 00:05:44,390
+energy theory distortion energy theory ال
+
+80
+00:05:44,390 --> 00:05:47,450
+distortion energy theory لها أكتر من اسم يعني شائع
+
+81
+00:05:47,450 --> 00:05:52,970
+في الكتب و المراجع العلمية و هي ال other names زي
+
+82
+00:05:52,970 --> 00:05:56,750
+ال octahedral shear stress theory او ال shear
+
+83
+00:05:56,750 --> 00:06:02,450
+energy theory او ال von Mises او von Mises Henke
+
+84
+00:06:02,450 --> 00:06:06,990
+هذه أسماء لنفس النظرية
+
+85
+00:06:08,920 --> 00:06:13,340
+اللي عن الفكرة فيها إن ال ductile materials
+
+86
+00:06:13,340 --> 00:06:16,240
+stressed hydrostatically exhibit yield strength
+
+87
+00:06:16,240 --> 00:06:19,860
+greatly in excess of expected values، إذا إيش عن
+
+88
+00:06:19,860 --> 00:06:22,880
+hydrostatic يعني؟ إذا عندي stress element
+
+89
+00:06:38,210 --> 00:06:40,790
+فعملتله stress من كل جهة .. hydrostatic stress
+
+90
+00:06:40,790 --> 00:06:50,210
+يعني pressure متساوى من كل جهة هاي sigma sigma
+
+91
+00:06:50,210 --> 00:06:53,750
+sigma
+
+92
+00:06:53,750 --> 00:06:59,570
+sigma
+
+93
+00:07:09,150 --> 00:07:16,610
+فالبصير اذا فاكرين اننا حكينا epsilon x سواء حد
+
+94
+00:07:16,610 --> 00:07:21,010
+على a في
+
+95
+00:07:21,010 --> 00:07:30,610
+sigma x minus u في sigma y زائد sigma z و هكذا
+
+96
+00:07:30,610 --> 00:07:31,370
+epsilon y
+
+97
+00:07:34,970 --> 00:07:41,510
+بسا واحدة ل a في ال sigma y minus ال u في sigma x
+
+98
+00:07:41,510 --> 00:07:49,830
+زاد sigma z و epsilon z بسا واحدة ل a في sigma z
+
+99
+00:07:49,830 --> 00:07:58,080
+minus ال u في sigma x زاد sigma yيعني due to
+
+100
+00:07:58,080 --> 00:08:04,320
+poison effect بيكون strain في التجاهات التانية لكن
+
+101
+00:08:04,320 --> 00:08:11,840
+انا في الحالة هذه عندي خلنا نحكي epsilon x هتكون
+
+102
+00:08:11,840 --> 00:08:16,180
+عندي
+
+103
+00:08:16,180 --> 00:08:22,500
+هنا واحدة لا إيه في sigma
+
+104
+00:08:30,460 --> 00:08:40,440
+السيجما زاد سيجما صح؟ يعني هتكون واحد على ايه في
+
+105
+00:08:40,440 --> 00:08:48,800
+او في السيجما في واحد ناقص اتنينميو يعني نتيجة
+
+106
+00:08:48,800 --> 00:08:51,220
+انهم بيعملوا compression يعني لو بيعملوا
+
+107
+00:08:51,220 --> 00:08:55,760
+compression بيحاول ال other dimensions يزيد، في ال
+
+108
+00:08:55,760 --> 00:08:59,880
+stress بتاعنا بتنزل، بلغ بعضه، فبصير ال element
+
+109
+00:08:59,880 --> 00:09:05,060
+يتحمل و بيصير ال failure يعني أكتر بكتير من ما هو
+
+110
+00:09:05,060 --> 00:09:11,120
+متوقعنتيجة وجود ال hydrostatic stress لإن انا بقى
+
+111
+00:09:11,120 --> 00:09:15,340
+شد زي هيك بصير contraction بكون واحد ال stress
+
+112
+00:09:15,340 --> 00:09:20,320
+تاني بشد بالشكل هذا يعني بلغ بعضه .. بلغ بعضه و
+
+113
+00:09:20,320 --> 00:09:27,380
+بالتالي ال .. ال .. ال expected .. ال .. يعني بصير
+
+114
+00:09:27,380 --> 00:09:30,280
+failure أعلى بكتير من ما هو متوقع محتاج ال stress
+
+115
+00:09:30,280 --> 00:09:36,460
+عاد جدا عشان أصيرياش failure .. failureلأن إذا
+
+116
+00:09:36,460 --> 00:09:41,700
+عندى element unstressed يعني عليه loading مش مضرور
+
+117
+00:09:41,700 --> 00:09:49,920
+يكون كله متساويبكون في طبعا تخزين للطاقة ال stress
+
+118
+00:09:49,920 --> 00:09:55,100
+بكون في عندي تخزين للطاقة الطاقة ممكن اعملها جزء
+
+119
+00:09:55,100 --> 00:10:01,060
+اسمه اللي هو volume exchanging energy و جزء تاني
+
+120
+00:10:01,060 --> 00:10:06,300
+اللي هي angular distortion energy يعني جزء بيحاول
+
+121
+00:10:06,300 --> 00:10:11,000
+يغير ال volume و جزء بيحاول يغير الشكل distortion
+
+122
+00:10:11,000 --> 00:10:12,700
+بيغير الشكل
+
+123
+00:10:16,020 --> 00:10:22,380
+الان الجزء اللى بيغير الحجم هيكون زى ما حكينا هنا
+
+124
+00:10:22,380 --> 00:10:30,260
+قيمته صغيرة ال distortion energy هتكون اكبر بكتير
+
+125
+00:10:30,260 --> 00:10:36,500
+من ال .. من اللى هو ال volume changing energy و
+
+126
+00:10:36,500 --> 00:10:40,660
+التالى yielding بشكل أساسى بتأثر بقيمة ال
+
+127
+00:10:40,660 --> 00:10:45,660
+distortion energyالتاني ماتصيرش إلا لما نكون في
+
+128
+00:10:45,660 --> 00:10:50,240
+واحد مش متساوي جاينلها لإن أنا عندي .. هاي .. هاي
+
+129
+00:10:50,240 --> 00:10:54,680
+عندي element انا هحط عليه ال normal stresses سيجما
+
+130
+00:10:54,680 --> 00:11:01,440
+واحد سيجما اتنين و سيجما تلاتة ممكن اعمل .. اه جاي
+
+131
+00:11:01,440 --> 00:11:08,040
+احكي في عندي سيجما
+
+132
+00:11:08,040 --> 00:11:16,690
+averageبساوية سيجما واحد زائد سيجما اتنين زائد
+
+133
+00:11:16,690 --> 00:11:21,450
+سيجما تلاتة على تلاتة تعرف سيجما average بساوية
+
+134
+00:11:21,450 --> 00:11:24,170
+سيجما واحد زائد سيجما اتنين زائد سيجما تلاتة على
+
+135
+00:11:24,170 --> 00:11:27,870
+تلاتة و اجي احكي ان هذا ال element سيجما واحد
+
+136
+00:11:27,870 --> 00:11:33,250
+سيجما اتنين سيجي تلاتة كأنه اعمل superposition في
+
+137
+00:11:33,250 --> 00:11:37,520
+element عليه ال sigma averageو ال element بتاني
+
+138
+00:11:37,520 --> 00:11:41,780
+عليه sigma 2 minus sigma average، sigma واحد معناه
+
+139
+00:11:41,780 --> 00:11:43,900
+sigma average، sigma تلاته من sigma أخرى، لما
+
+140
+00:11:43,900 --> 00:11:49,510
+أجمعهم هتروح هيعطينا ال element هذامعناته هذا اللي
+
+141
+00:11:49,510 --> 00:11:53,590
+عليه ال stress متساوى من كل الجهات هذا يمثل ال
+
+142
+00:11:53,590 --> 00:12:00,250
+hydrostatic component هذا
+
+143
+00:12:00,250 --> 00:12:03,750
+طبعا ال total effect هنا ال total effect هيكون جزء
+
+144
+00:12:03,750 --> 00:12:08,550
+hydrostatic والتاني هكون distortion effect
+
+145
+00:12:14,970 --> 00:12:18,270
+الان ال .. ال .. احنا حاكينا ال sigma R يسوى sigma
+
+146
+00:12:18,270 --> 00:12:24,030
+1 زي sigma 2 زي sigma 3 على 3 الان ال U نرجع
+
+147
+00:12:24,030 --> 00:12:39,930
+للمعادلات ال total stray energy ال
+
+148
+00:12:39,930 --> 00:12:45,370
+total stray energyطبعا نفسي في ال elastic region
+
+149
+00:12:45,370 --> 00:12:49,530
+اللي هو نص القاعدة الترتفاع طبعا ال total strength
+
+150
+00:12:49,530 --> 00:13:00,630
+per unit volume هتكون U سوى نص في ال
+
+151
+00:13:00,630 --> 00:13:09,350
+strength اتجاه ال one أبسل واحد سجن واحد زائد أبسل
+
+152
+00:13:09,350 --> 00:13:17,600
+اتنينسجبة اتنين زاد أبسلون تلاتة سجبة تلاتة
+
+153
+00:13:19,370 --> 00:13:24,470
+الأبسلون واحد احنا حاكيانه بالساوية واحد على E في
+
+154
+00:13:24,470 --> 00:13:30,970
+سجن واحد minus U في سجن اتنين زائد سجن تلاتة
+
+155
+00:13:30,970 --> 00:13:38,830
+والأبسلون اتنين سواحد على E في سجن اتنين minus U
+
+156
+00:13:38,830 --> 00:13:46,370
+في سجن واحد زائد سجن تلاتةوالأبسلون تلاتة سواحد
+
+157
+00:13:46,370 --> 00:13:52,690
+على ايه في سيجما تلاتة minus in you في سيجما واحد
+
+158
+00:13:52,690 --> 00:13:57,130
+زائد سيجما اتنين اذا بعود في المعادلات هذه بيصير
+
+159
+00:13:57,130 --> 00:14:02,510
+ال total strain energy في ال element you go سوا نص
+
+160
+00:14:02,510 --> 00:14:07,490
+في حجبة
+
+161
+00:14:09,540 --> 00:14:13,700
+هاخد اي تحت اظهر اي ما هي موجودة فيهم كلهم مظبوط
+
+162
+00:14:13,700 --> 00:14:17,280
+هيكون
+
+163
+00:14:17,280 --> 00:14:27,220
+عنده أبسل واحد سيجبا واحد هكون سيجبا واحد تربيع
+
+164
+00:14:27,220 --> 00:14:30,260
+وعندي
+
+165
+00:14:30,260 --> 00:14:37,720
+هان سيجبا واحد تربيع minus ميوسيجما واحد سيجما
+
+166
+00:14:37,720 --> 00:14:49,320
+اتنين مانسى ميو سيجما واحد سيجما تلاتة زائد أبسط
+
+167
+00:14:49,320 --> 00:14:56,120
+من اتنين سيجما اتنين هتكون سيجما اتنين تربيع مانس
+
+168
+00:14:56,120 --> 00:15:01,780
+ان ميو سيجما واحد سيجما
+
+169
+00:15:01,780 --> 00:15:10,190
+واحد سيجما اتنينمينس ميو سيجما اتنين سيجما تلاتة
+
+170
+00:15:10,190 --> 00:15:17,830
+زاد التالتة زاد سيجما تلاتة تربيع مينس ميو سيجما
+
+171
+00:15:17,830 --> 00:15:25,910
+واحد سيجما تلاتة مينس ميو سيجما اتنين سيجما تلاتة
+
+172
+00:15:29,570 --> 00:15:35,530
+يعني انا هكون واحد على اتنين E في سجن واحد تربيع
+
+173
+00:15:35,530 --> 00:15:42,210
+زائد سجن اتنين تربيع زائد سجن تلاتي تربيع minus Nu
+
+174
+00:15:42,210 --> 00:15:46,190
+في اتنين
+
+175
+00:15:46,190 --> 00:15:54,730
+Nuيعني هذه مع هذه sigma واحد sigma اتنين زائد
+
+176
+00:15:54,730 --> 00:16:00,390
+sigma واحد sigma تلاتة زائد sigma اتنين sigma
+
+177
+00:16:00,390 --> 00:16:13,130
+تلاتة هذا ال total strain energy الآن
+
+178
+00:16:15,140 --> 00:16:21,020
+عشان احسب اللي هي strain energy due to volume
+
+179
+00:16:21,020 --> 00:16:25,280
+change يعني هتكون ال pressure او ال stress
+
+180
+00:16:25,280 --> 00:16:31,520
+هيدروستاتيك stress يعني هتكون ال U due to volume
+
+181
+00:16:31,520 --> 00:16:36,500
+يعني هتكون السجم واحد .. هذا كله السجم صح؟ سواء
+
+182
+00:16:36,500 --> 00:16:45,820
+واحد على اتنين E في تلاتة sigma averageتربيع
+
+183
+00:16:45,820 --> 00:16:48,840
+ماينوس
+
+184
+00:16:48,840 --> 00:16:54,820
+نان ميو فيه
+
+185
+00:16:54,820 --> 00:16:58,920
+هتكون سيجما average تربيع تلاتة سيجما ايه؟ بتلاتة
+
+186
+00:16:58,920 --> 00:17:04,800
+تلاتة sigma average تربيع
+
+187
+00:17:07,110 --> 00:17:15,190
+يعني هتكون تساوي تلاتة sigma average تربيع على
+
+188
+00:17:15,190 --> 00:17:27,670
+اتنين ايه في واحد minus اتنين M U هيك مظبوط معناته
+
+189
+00:17:27,670 --> 00:17:33,170
+ال strain energy due to volume U distortion هتكون
+
+190
+00:17:33,170 --> 00:17:34,130
+ال U الكليه
+
+191
+00:17:43,020 --> 00:17:47,140
+الـ U الكلية اللي هي هذه
+
+192
+00:17:49,810 --> 00:17:53,430
+و هرجع عوض عن sigma average sigma 1 زي sigma 2 زي
+
+193
+00:17:53,430 --> 00:18:00,210
+sigma 3 لكل تربيع و اعمل تبسيط جبري اللي بتصف
+
+194
+00:18:00,210 --> 00:18:11,090
+المعادلة ال U distortion 1 زي U على 3E في sigma 1
+
+195
+00:18:11,090 --> 00:18:15,270
+نقص sigma 2 لكل تربيع زي sigma 2 نقص sigma 3 لكل
+
+196
+00:18:15,270 --> 00:18:18,630
+تربيعزي السيجما تلاتة وانا سيجما واحد اللي كل
+
+197
+00:18:18,630 --> 00:18:21,470
+تربيه على اتنين هذه distortion energy في ال
+
+198
+00:18:21,470 --> 00:18:25,230
+element لو
+
+199
+00:18:25,230 --> 00:18:28,930
+جيب ال tension test دلتني اسحب فيه وعملت tensile
+
+200
+00:18:28,930 --> 00:18:34,530
+test عملت tensile test ال more circle في حالة
+
+201
+00:18:34,530 --> 00:18:47,470
+tensile test سيكون هيه مظبوط هاي السيجما واحدو صفر
+
+202
+00:18:47,470 --> 00:18:52,890
+يعني هكون element زي
+
+203
+00:18:52,890 --> 00:19:00,090
+هيك طبعا في حالة ال test specimen سيجيب واحد اش
+
+204
+00:19:00,090 --> 00:19:06,230
+مكون ساوي Sy مظبوط يعني at failure for test
+
+205
+00:19:06,230 --> 00:19:13,410
+specimen بيصير ال distortion
+
+206
+00:19:13,410 --> 00:19:23,750
+energy at yieldingبتكون تساوي واحد زائد ن يو على
+
+207
+00:19:23,750 --> 00:19:28,150
+تلاتة ايه طب انا حاول سيجما اتنين صفر و سيجما
+
+208
+00:19:28,150 --> 00:19:35,170
+تلاتة صفر صح هكوندي سيجما واحد تربيع يعني اتنين
+
+209
+00:19:35,170 --> 00:19:38,170
+سيجما واحد تربيع على اتنين يعني سيجما واحد تربيع
+
+210
+00:19:38,170 --> 00:19:44,910
+تحت الجدر او او مش تحت الجدر زي ما هي هتكون سيجما
+
+211
+00:19:44,910 --> 00:19:53,520
+واحد تربيع او SYتربية صح ال distortion energy
+
+212
+00:19:53,520 --> 00:20:00,420
+theory بتحكي بيصير failure أو yielding لما ال
+
+213
+00:20:00,420 --> 00:20:05,180
+distortion energy لل element تحت الدراسة في ال
+
+214
+00:20:05,180 --> 00:20:09,100
+mechanical part اللي احنا ندرس فيه بيساوي ال
+
+215
+00:20:09,100 --> 00:20:17,280
+distortion energy لTensile test specimen at
+
+216
+00:20:17,280 --> 00:20:22,800
+yielding يعني لما هدى .. بيصير فيه لما هدى .. لما
+
+217
+00:20:22,800 --> 00:20:26,720
+.. اللي هو واحد زي الدنيا وع تلاتة ايه في sigma
+
+218
+00:20:26,720 --> 00:20:29,200
+واحد minus sigma اتنين لكل تربيع زي sigma اتنين
+
+219
+00:20:29,200 --> 00:20:32,760
+minus sigma اتنين لكل تربيع زي sigma اتنين minus
+
+220
+00:20:32,760 --> 00:20:35,740
+sigma اتنين لكل تربيع على اتنين تكون اكبر او يساوي
+
+221
+00:20:35,740 --> 00:20:40,940
+هدىمعناته هتختصر بين الطرفين واحد زي ادي نيو على
+
+222
+00:20:40,940 --> 00:20:49,280
+تلاتة اي واحد زي ادي نيو على تلاتة اي يعني هتظل
+
+223
+00:20:49,280 --> 00:20:54,760
+عندى انه سيجما واحد ناقص سيجما اتنين لكل تربيع زي
+
+224
+00:20:54,760 --> 00:20:58,020
+سيجما اتنين minus سيجما تلاتة لكل تربيع زي سيجما
+
+225
+00:20:58,020 --> 00:21:01,160
+تلاتة ناقص سيجما واحد لكل تربيع على اتنين لكل اس
+
+226
+00:21:01,160 --> 00:21:04,400
+نص اكبر وسوء اسوان بيصير عندى failure بيصير عندى
+
+227
+00:21:04,400 --> 00:21:06,000
+failure
+
+228
+00:21:08,270 --> 00:21:14,490
+الـ Terminal على الشمالهنربزله برمز نسميه sigma
+
+229
+00:21:14,490 --> 00:21:19,630
+prime sigma prime اللي هو اللي هو كل ال term اللي
+
+230
+00:21:19,630 --> 00:21:23,110
+هو sigma واحد معناه sigma اتنين لكل تربيع زي sigma
+
+231
+00:21:23,110 --> 00:21:26,570
+اتنين ناقص sigma تلاتة لكل تربيع زي sigma تلاتة
+
+232
+00:21:26,570 --> 00:21:29,890
+ناقص sigma واحد لكل تربيع على اتنين لكل اص نص هذا
+
+233
+00:21:29,890 --> 00:21:35,210
+بيسميه von meisens von meisens stress von meisens
+
+234
+00:21:35,210 --> 00:21:44,870
+stress معناته ال theory بتحكي انهبصير failure لما
+
+235
+00:21:44,870 --> 00:21:49,130
+ال volumizes stress exceed ال yield strength، ال
+
+236
+00:21:49,130 --> 00:21:55,490
+volumizes stress exceed ال yield strength يعني انا
+
+237
+00:21:55,490 --> 00:22:03,310
+حولت ل 3D .. 3D state of stress ل one component of
+
+238
+00:22:03,310 --> 00:22:06,170
+stress سميتها volumizes، one component .. سميتها
+
+239
+00:22:06,170 --> 00:22:08,930
+volumizes stress عشان اقام .. ا .. ا .. ا ..
+
+240
+00:22:08,930 --> 00:22:10,590
+اقارنها مع ال yield strength
+
+241
+00:22:15,460 --> 00:22:19,340
+في حالة two D status risk اللي حاكيته two D status
+
+242
+00:22:19,340 --> 00:22:23,120
+risk يعني ان دي sigma واحد بيستوى sigma A و sigma
+
+243
+00:22:23,120 --> 00:22:25,760
+اتنين بيستوى sigma B و sigma تلاتة بيستوى صفرة
+
+244
+00:22:25,760 --> 00:22:34,970
+يعني هذا هيكونصفر وهذا الصفر بسط بيصير ال volume
+
+245
+00:22:34,970 --> 00:22:38,050
+minus stress في حالة two دي status stress بيستوى
+
+246
+00:22:38,050 --> 00:22:41,930
+sigma a تربيع minus sigma a sigma b زائد sigma b
+
+247
+00:22:41,930 --> 00:22:45,370
+تربيع الكل نص طبعا انا ممكن اواجه دي volume minus
+
+248
+00:22:45,370 --> 00:22:48,830
+stress مباشرة من ال state و ال stress الأصلية فانا
+
+249
+00:22:48,830 --> 00:22:52,590
+ال stress الأصلية بيكون دي sigma x و sigma y و
+
+250
+00:22:52,590 --> 00:22:57,470
+sigma z تو xy تو xz تو yz ممكن مباشرة من خلال
+
+251
+00:22:57,470 --> 00:23:07,010
+معادلةهذه بس انا بفضل انه اوجد عشان اضلك ماشي مع
+
+252
+00:23:07,010 --> 00:23:10,330
+ال physical meaning تبعه اوجد احسب و اقولش ال
+
+253
+00:23:10,330 --> 00:23:12,310
+principles اللي بيحسب سجن واحد و سجن اتنين و سجن
+
+254
+00:23:12,310 --> 00:23:14,530
+اتلاته وضلك ماسك في المعادلة الأصلية
+
+255
+00:23:19,000 --> 00:23:21,520
+أحنا عكينا ال volume of stresses هو single
+
+256
+00:23:21,520 --> 00:23:26,460
+effective stress for the entire general state of
+
+257
+00:23:26,460 --> 00:23:31,120
+stress in a stress element يعني هو stress معبر عن
+
+258
+00:23:31,120 --> 00:23:35,960
+ال entire state of stress و ال distortion يصير
+
+259
+00:23:35,960 --> 00:23:38,700
+تستيقظ و تحكي انه بيصير failure لما ال volume of
+
+260
+00:23:38,700 --> 00:23:43,420
+stress sigma prime يكون أكبر أو يساوي SY اذا حطيت
+
+261
+00:23:43,420 --> 00:23:47,520
+factor of safety بتكون ال sigma prime بيساوي SY
+
+262
+00:23:47,520 --> 00:23:48,660
+على N
+
+263
+00:23:52,890 --> 00:23:55,190
+لأن في حالة two دي status stress ال volume minus
+
+264
+00:23:55,190 --> 00:23:57,690
+stress .. ال volume minus ال stress sigma .. ال
+
+265
+00:23:57,690 --> 00:24:00,430
+sigma نفسه هو sigma a تربيع معناه sigma a sigma b
+
+266
+00:24:00,430 --> 00:24:04,290
+زي sigma b التربيع كل اص نص هذه المعادلة
+
+267
+00:24:07,390 --> 00:24:11,370
+at failure هذا بيكون يساوي sy at failure هذا بيكون
+
+268
+00:24:11,370 --> 00:24:18,790
+يساوي ايش؟ sy اذا بربع الطرفين بيصير اندي sy تربيع
+
+269
+00:24:18,790 --> 00:24:25,310
+بيساوي sigma a تربيع minus sigma a sigma b زي
+
+270
+00:24:25,310 --> 00:24:31,790
+sigma b تربيع بيساوي sy تربيع هذه معادلة شكل
+
+271
+00:24:31,790 --> 00:24:35,850
+بيضاويال major axis بتاعه ميل بزاوية خمسة واربعين
+
+272
+00:24:35,850 --> 00:24:42,770
+درجة اللي هو ال ellipse هذا طبعا هذه الخط المتقطة
+
+273
+00:24:42,770 --> 00:24:46,510
+اللي هي ايش ال maximum shear stress theory ال
+
+274
+00:24:46,510 --> 00:24:51,110
+ellipse هو distortion energy theory لحظة ال
+
+275
+00:24:51,110 --> 00:24:56,830
+experimental data fits accurately اللي هي
+
+276
+00:24:56,830 --> 00:25:01,910
+distortion energy theoryال shear .. ال maximum
+
+277
+00:25:01,910 --> 00:25:08,030
+shear risk theory ال experimental data جاي برا
+
+278
+00:25:08,030 --> 00:25:10,110
+يعني عند .. ال .. ال maximum shear risk theory
+
+279
+00:25:10,110 --> 00:25:15,890
+predict الفيلر بشكل مبكر، عشان هيك it is more
+
+280
+00:25:15,890 --> 00:25:19,570
+conservative، less accurate، ال maximum source
+
+281
+00:25:19,570 --> 00:25:24,050
+energy theoryit fits ال experimental data more
+
+282
+00:25:24,050 --> 00:25:31,070
+accurately ال accuracy زادت بس العنصر المخاطرة
+
+283
+00:25:31,070 --> 00:25:37,450
+بيزيد ولا بيقل؟ هيزيد conservative يعني العنصر
+
+284
+00:25:37,450 --> 00:25:43,510
+المخاطرة اليه بيكون أقل معناه ال distortion energy
+
+285
+00:25:43,510 --> 00:25:47,650
+curve is typical of the experimental data
+
+286
+00:25:52,800 --> 00:25:58,000
+for pure shear loading يعني اذا عندى مثلا الشافت
+
+287
+00:25:58,000 --> 00:26:03,380
+بعمل pure shear اذا بكون under distortion بكون
+
+288
+00:26:03,380 --> 00:26:05,220
+pure shear يعني اذا اخدت element
+
+289
+00:26:22,280 --> 00:26:30,700
+لاخد element under pure share هذا
+
+290
+00:26:30,700 --> 00:26:35,860
+pure share لن
+
+291
+00:26:35,860 --> 00:26:39,040
+يكون فيه نوع من stress معناه ال more circle بتاعته
+
+292
+00:26:39,040 --> 00:26:46,660
+هتكون دائرة في المركز هذا ال more circle for pure
+
+293
+00:26:46,660 --> 00:26:48,160
+share
+
+294
+00:26:51,340 --> 00:26:58,280
+هذه ال sigma a وهذه ال sigma b sigma a بستوى sigma
+
+295
+00:26:58,280 --> 00:27:04,520
+b في القلمس واحدة موجبة واحدة اش سالبة يعني ال
+
+296
+00:27:04,520 --> 00:27:11,040
+loading بتكون sigma b بستوى minus sigma a
+
+297
+00:27:21,090 --> 00:27:27,530
+هذه ال master share وهذه ال
+
+298
+00:27:27,530 --> 00:27:30,550
+distortion energy ال loading line ال slope minus
+
+299
+00:27:30,550 --> 00:27:38,150
+واحد يعني هتكون زي هيك ال slope هذا ال loading
+
+300
+00:27:38,150 --> 00:27:47,370
+line معناته
+
+301
+00:27:47,370 --> 00:27:47,970
+في حالة
+
+302
+00:27:50,570 --> 00:27:58,210
+ال maximum shear stress theory هذا نقطة إيه؟ الفعل
+
+303
+00:27:58,210 --> 00:28:01,290
+يعني، صح؟
+
+304
+00:28:11,920 --> 00:28:21,120
+بكون الساوى هي sigma a minus sigma b على اتنين صح
+
+305
+00:28:21,120 --> 00:28:29,740
+بتساوى sigma a minus minus sigma a على اتنين يعني
+
+306
+00:28:29,740 --> 00:28:35,380
+ايش الساوى sigma a هي الميلا هي نصف القطر sigma a
+
+307
+00:28:35,380 --> 00:28:38,460
+يعني
+
+308
+00:28:38,460 --> 00:28:39,720
+هدا هتكون sigma a
+
+309
+00:28:44,020 --> 00:28:48,740
+إذا كنت انا أحيانا عندي sigma a هاي sigma a هاي
+
+310
+00:28:48,740 --> 00:28:54,600
+sigma b في الرابع الرابع بيكون واحدة بتكون sigma a
+
+311
+00:28:54,600 --> 00:29:02,380
+أكبر من سفر أكبر
+
+312
+00:29:02,380 --> 00:29:07,320
+من sigma b صح؟ معناه ال tau maximum في الرابع
+
+313
+00:29:07,320 --> 00:29:07,680
+الرابع
+
+314
+00:29:10,370 --> 00:29:16,630
+بالساوية sigma a minus sigma b على اتنين at
+
+315
+00:29:16,630 --> 00:29:21,470
+failure بيكون الساوية عند ال SY على اتنين يعني
+
+316
+00:29:21,470 --> 00:29:31,150
+sigma a minus sigma b بالساوية SY هذا الخطش معدلته
+
+317
+00:29:31,150 --> 00:29:34,250
+sigma
+
+318
+00:29:34,250 --> 00:29:40,410
+bسوى minus sigma a اذا بعود في المعادلة عند النقطة
+
+319
+00:29:40,410 --> 00:29:47,990
+هذه تتحقق هذا الخط بيحققها وهذا الخط بيحققها اذا
+
+320
+00:29:47,990 --> 00:29:51,550
+بعود في معادلة الخط هذا بتاع ال maximum share
+
+321
+00:29:51,550 --> 00:29:59,310
+بالسيران دي هنا sigma
+
+322
+00:29:59,310 --> 00:29:59,650
+a
+
+323
+00:30:06,120 --> 00:30:14,940
+سيجما ايه؟ minus هتكون زائد سيجما
+
+324
+00:30:14,940 --> 00:30:20,200
+ايه؟
+
+325
+00:30:20,200 --> 00:30:29,950
+مظبوط بالساوية syيعني اتنين سيجما ايه بالساوية SY
+
+326
+00:30:29,950 --> 00:30:36,950
+يعني السيجما ايه بالساوية SY على اتنين وهنا حكينا
+
+327
+00:30:36,950 --> 00:30:41,630
+في pure shear element بتكون السيجما ايه ايش
+
+328
+00:30:41,630 --> 00:30:44,350
+الساوية تو maximum
+
+329
+00:30:48,590 --> 00:30:55,570
+معناته ال yield strength in shear في حال استخدمت
+
+330
+00:30:55,570 --> 00:31:03,090
+ال maximum shear stress يبتكون ال S S Y بتكون
+
+331
+00:31:03,090 --> 00:31:11,390
+تساوي bond five S Y في حالة maximum shear stress
+
+332
+00:31:11,390 --> 00:31:16,070
+stereo طب في حالة ال distortion الفيلير يحصل هنا
+
+333
+00:31:16,070 --> 00:31:23,200
+صح؟failure بيصير هنا بيصير failure لما sigma prime
+
+334
+00:31:23,200 --> 00:31:32,360
+اللي هو بيساوي sigma a تربيع minus sigma a sigma b
+
+335
+00:31:32,360 --> 00:31:40,880
+زائد sigma b تربيع بيساوي SY صح؟ هذا في حد ال
+
+336
+00:31:40,880 --> 00:31:48,650
+source energyطيب هكون عندى sigma a تربيع الكل اس
+
+337
+00:31:48,650 --> 00:31:59,090
+نص طبعا هتكون minus minus plus sigma a تربيع plus
+
+338
+00:31:59,090 --> 00:32:09,530
+sigma a تربيع أس نص بالساوة sy يعني هكون تلاتة
+
+339
+00:32:11,160 --> 00:32:18,340
+جزر تلاتة سيجما ايه بالثاوية SY واحنا حاولنا في ال
+
+340
+00:32:18,340 --> 00:32:21,660
+pure torsion case بتكون السيجما ايه بالثاوية tao
+
+341
+00:32:21,660 --> 00:32:29,660
+max يعني tao max في هذا الوقت هتكون SY على جزر
+
+342
+00:32:29,660 --> 00:32:37,400
+التلاتة يعني هتكون point خمسة سبعة سبعة SY هذي
+
+343
+00:32:37,400 --> 00:32:42,000
+الثاويةالـ yield strength in shear في حالة ال
+
+344
+00:32:42,000 --> 00:32:44,380
+distortion energy theory ال yield strength in
+
+345
+00:32:44,380 --> 00:32:51,200
+shear بتكون تساوي point خمسة سبعة سبعة XY
+
+346
+00:32:53,930 --> 00:32:56,790
+بنحكي هنا في حالة ال maximum share history ال S S
+
+347
+00:32:56,790 --> 00:33:03,570
+Y بيساوي نص ال S Y في حالة اللي احنا .. في حالة هى
+
+348
+00:33:03,570 --> 00:33:05,870
+.. هى .. هى التمثل ال ال strength هذى يعنى ال
+
+349
+00:33:05,870 --> 00:33:11,270
+strength in share بتكون سابونة خمسة سابعة سابعة S
+
+350
+00:33:11,270 --> 00:33:15,330
+Y خلينا
+
+351
+00:33:15,330 --> 00:33:15,990
+نشوف مثال
+
+352
+00:33:33,440 --> 00:33:40,140
+a hot rolled steel عند steel has a yield strength
+
+353
+00:33:40,140 --> 00:33:47,060
+عند ال yield strength in tension بستوى ال yield
+
+354
+00:33:47,060 --> 00:33:54,920
+strength in compression بستوى 100 kilo pound لكل
+
+355
+00:33:54,920 --> 00:33:58,920
+انش مربع و
+
+356
+00:33:58,920 --> 00:34:04,360
+ال true strain at fracture اللي هو epsilon Fبس هو
+
+357
+00:34:04,360 --> 00:34:11,360
+point خمسة خمسة هذا أكبر من point O خمسة صح؟ هناك
+
+358
+00:34:11,360 --> 00:34:14,040
+ال material إيش مالها؟ دكتايل
+
+359
+00:34:23,590 --> 00:34:25,750
+estimate the factor of safety for the following
+
+360
+00:34:25,750 --> 00:34:30,270
+principal stress states عندي هنا sigma x الحلول
+
+361
+00:34:30,270 --> 00:34:35,790
+اللي بيعطينا sigma x مستوى سبعين kilo pound per
+
+362
+00:34:35,790 --> 00:34:43,950
+square inch و sigma yبالساوية سبعين كيلو pound per
+
+363
+00:34:43,950 --> 00:34:51,630
+square inch و ال tau xy zero مانعته عند ال
+
+364
+00:34:51,630 --> 00:34:54,530
+principle planes إذا الشير السرسي سوا زيرو هدول
+
+365
+00:34:54,530 --> 00:34:58,370
+فعلا بيكونيش principle stresses صح؟ مانعته ال
+
+366
+00:34:58,370 --> 00:35:07,070
+sigma واحد بساوية سبعينكيلو pound per square inch
+
+367
+00:35:07,070 --> 00:35:12,870
+بالساوية سيجما اتنين خلينا نحكي السيجما A بالساوية
+
+368
+00:35:12,870 --> 00:35:19,370
+سيجما B بالساوية سبعين كيلو pound per square inch
+
+369
+00:35:19,370 --> 00:35:25,190
+يعني
+
+370
+00:35:25,190 --> 00:35:29,930
+في الحالة دي four mice ايش بالساوية لو بدى استخدم
+
+371
+00:35:31,870 --> 00:35:34,290
+لو بدى استخدم .. اذا بدى استخدم maximum shear
+
+372
+00:35:34,290 --> 00:35:41,770
+stress theory maximum shear stress theory هتكون ال
+
+373
+00:35:41,770 --> 00:35:46,970
+tau maximum ايش بتساوي هاي
+
+374
+00:35:46,970 --> 00:35:51,450
+sigma واحد sigma تاني sigma تلاتة سافر هتكون هتكون
+
+375
+00:35:51,450 --> 00:35:54,630
+sigma
+
+376
+00:35:54,630 --> 00:36:01,020
+ايهعلى اتنين يعني هتكون ايش ساوي خمس تلاتين kilo
+
+377
+00:36:01,020 --> 00:36:10,700
+pound per square inch و ال S S Y ايش متساوي S Y
+
+378
+00:36:10,700 --> 00:36:19,080
+على اتنين يعني هتكون ايش مية على اتنين خمسين خمسين
+
+379
+00:36:19,080 --> 00:36:24,260
+kilo pound per square inchمعناته هتكون ال factor
+
+380
+00:36:24,260 --> 00:36:28,520
+of safety N في حالة ال maximum shear stress theory
+
+381
+00:36:28,520 --> 00:36:38,300
+بيستوى S Sy على Tau Max يعني هتكون خمسين على خمس
+
+382
+00:36:38,300 --> 00:36:41,760
+سوى تلاتين هذا في حالة استخدام maximum shear
+
+383
+00:36:41,760 --> 00:36:45,800
+stress theory في
+
+384
+00:36:45,800 --> 00:36:52,630
+حالة ال distortion energy theoryهيكون عندى ال fact
+
+385
+00:36:52,630 --> 00:37:00,130
+في حالة distortion energy ال N هيكون SSY على tau
+
+386
+00:37:00,130 --> 00:37:04,190
+max طب
+
+387
+00:37:04,190 --> 00:37:07,030
+ال SSY ايش يساوي في حالة ال distortion energy
+
+388
+00:37:07,030 --> 00:37:13,550
+يساوي bond خمسة سبعة سبعة S Y يعني هتكون سبعة و
+
+389
+00:37:13,550 --> 00:37:21,400
+خمسين و سبعة من عشرة kilo poundper square inch
+
+390
+00:37:21,400 --> 00:37:25,300
+يعني هكون ال factor of safety بيكون سوى سبعة و
+
+391
+00:37:25,300 --> 00:37:33,280
+خمسين point seven على خمسة و تلاتين واضح انه ال
+
+392
+00:37:33,280 --> 00:37:35,560
+factor of safety في حالة لو استخدام ال distortion
+
+393
+00:37:35,560 --> 00:37:39,940
+theory بيكون أعلى من ال factor of safety في حالة
+
+394
+00:37:39,940 --> 00:37:42,360
+ال maximum shear risk theory فهذا بأكدنا ان
+
+395
+00:37:42,360 --> 00:37:45,420
+maximum shear risk theory is more conservative لما
+
+396
+00:37:45,420 --> 00:37:49,260
+ال factor of safety أقل معناته بتتوقع الفيلير بشكل
+
+397
+00:37:49,260 --> 00:38:10,570
+مبكرلكن هذه اكثر دقة هنشوف حالة تانية ناخد
+
+398
+00:38:10,570 --> 00:38:16,390
+sigma x بالساوية
+
+399
+00:38:16,390 --> 00:38:16,990
+ستين
+
+400
+00:38:20,690 --> 00:38:30,830
+و sigma y ساوية أربعين و
+
+401
+00:38:30,830 --> 00:38:45,590
+tau xy ساوية ناقص خمس عشر هد
+
+402
+00:38:45,590 --> 00:38:46,690
+السلسلة الصارت عندك
+
+403
+00:38:52,820 --> 00:39:00,220
+لأ لأ انت عندك لما ترسم ال more circle لهذه ال
+
+404
+00:39:00,220 --> 00:39:05,040
+more circle لهذه هتكون مقطة زي هيك هيك هتكون
+
+405
+00:39:11,180 --> 00:39:16,700
+نفس النقطة يعني عندك sigma x هذي هذي تمثل هذي تمثل
+
+406
+00:39:16,700 --> 00:39:25,460
+زي هيك هذي هتكون حالتها اتها
+
+407
+00:39:25,460 --> 00:39:33,120
+مظبوط ارسم more circle يعني
+
+408
+00:39:33,120 --> 00:39:34,880
+هتروح تيجي تعمل
+
+409
+00:39:37,840 --> 00:39:44,480
+هتكون لها هي sigma مثلا ال sigma وهي share stress
+
+410
+00:39:44,480 --> 00:39:50,200
+share stress صفر ها هي نقطة وهي نقطة خلص خلصنا و
+
+411
+00:39:50,200 --> 00:39:55,320
+هنا في نقطة صفر صفر و صفر اطول
+
+412
+00:39:55,320 --> 00:39:58,660
+بما تشوف تا و XY صفر معناته انت تحكي عن ال
+
+413
+00:39:58,660 --> 00:40:02,840
+principle of state و stress طيب
+
+414
+00:40:04,260 --> 00:40:06,140
+طبعا هنا في more circle بدي اوجد ال center ال
+
+415
+00:40:06,140 --> 00:40:10,440
+center بتاع ال more circle C ايش يستوي سيجما X زي
+
+416
+00:40:10,440 --> 00:40:15,400
+سيجما Y على 2 يعني ستين زي اربعين مية على اتنين
+
+417
+00:40:15,400 --> 00:40:16,880
+خمسين
+
+418
+00:40:21,760 --> 00:40:26,540
+وال radius هكون جزر التربيع الى sigma x minus
+
+419
+00:40:26,540 --> 00:40:33,020
+sigma y على اتنين لكل تربيع زائد تاو اكس واي تربيع
+
+420
+00:40:33,020 --> 00:40:40,200
+هكون جزر التربيع sigma x اللي هي ستين ناقص اربعين
+
+421
+00:40:40,200 --> 00:40:48,640
+عشرين على اتنين عشرة تربيع زائد خمستاش تربيع
+
+422
+00:40:56,040 --> 00:41:03,420
+18.027 kilo pound per square inch معناته سجما واحد
+
+423
+00:41:03,420 --> 00:41:16,260
+هتكون C زاد R يعني هتكون 68.027 و
+
+424
+00:41:16,260 --> 00:41:23,170
+سجما اتنين اللي هو C minus Rهنا هتكون خمسين ناقص
+
+425
+00:41:23,170 --> 00:41:31,210
+تمانتاش اتنين و تلاتين واحد تلاتين Bon تسعة ستة
+
+426
+00:41:31,210 --> 00:41:42,850
+تلاتة filipin per square inch هذا سيجما
+
+427
+00:41:42,850 --> 00:41:45,950
+اتنين و سيجما تلاتة
+
+428
+00:41:48,970 --> 00:42:00,910
+هتكون تساوي Zero في
+
+429
+00:42:00,910 --> 00:42:05,670
+حال استخدمت ال maximum shear
+
+430
+00:42:05,670 --> 00:42:10,950
+stress theory التنتج الجوجل هتكون تو maximum
+
+431
+00:42:10,950 --> 00:42:19,690
+بالسواء سجن واحد على اتنينهتكون سيجما واحد
+
+432
+00:42:19,690 --> 00:42:23,690
+مانسيجما تلاتة على اتنين هتكون اللي هي تماما ستين
+
+433
+00:42:23,690 --> 00:42:30,770
+على اتنين اربعة و تلاتين بونت او واحد اربعة
+
+434
+00:42:37,950 --> 00:42:44,690
+ومعنى ال factor of safety n بيستوى SSY على tau max
+
+435
+00:42:44,690 --> 00:42:50,250
+SSY اللي هي خمسين صح خمسين على اربعة و تلاتين
+
+436
+00:42:50,250 --> 00:42:59,330
+point او واحد اربعة في حالة distortion energy ال
+
+437
+00:42:59,330 --> 00:43:05,490
+tau max وهي هي لكن اختلف ايشاللي بدنا نحسب ال
+
+438
+00:43:05,490 --> 00:43:13,650
+volume is sigma prime يا
+
+439
+00:43:13,650 --> 00:43:18,570
+بيصير تحسب ال volume is او تحكي ايش اذا حكيت يعني
+
+440
+00:43:18,570 --> 00:43:22,730
+بتحكي في حالة ال volume is ال factor of safety
+
+441
+00:43:22,730 --> 00:43:29,930
+بيستوي sy على sigma prime هي الخيار sigma prime
+
+442
+00:43:29,930 --> 00:43:33,670
+ايش هتكون ساوية هتكون
+
+443
+00:43:35,290 --> 00:43:39,010
+السيجما واحد تربيع مانس سيجما واحد سيجما اتنين زي
+
+444
+00:43:39,010 --> 00:43:45,470
+السيجما اتنين تربيع الكل اص نص صح يعني هتكون سيجما
+
+445
+00:43:45,470 --> 00:43:50,250
+واحد تربيع اللي هو تمانية ستين point او اتنين
+
+446
+00:43:50,250 --> 00:43:55,350
+سابعة minus تمانية ستين point او اتنين سابعة في
+
+447
+00:43:55,350 --> 00:44:00,950
+واحد تلاتين point تسعة ستة تلاتة زي واحد تلاتين
+
+448
+00:44:00,950 --> 00:44:06,700
+point تسعة ستة تلاتة تربيع هين تربيعالكل أص نص
+
+449
+00:44:06,700 --> 00:44:15,640
+تسعة
+
+450
+00:44:15,640 --> 00:44:23,040
+و حمسين تسعة و حمسين بالظبط
+
+451
+00:44:23,040 --> 00:44:29,940
+تسعة و حمسين كالي باون بيريس كورينش ال factor ستة
+
+452
+00:44:29,940 --> 00:44:35,290
+هيكون أسواعي اللي هو ميةعلى تسعة و خمسين احسب ليه
+
+453
+00:44:35,290 --> 00:44:40,770
+ده
+
+454
+00:44:40,770 --> 00:44:48,930
+واحد فاصل ستة واحد فاصل ستة او بعدي احكي ال N
+
+455
+00:44:48,930 --> 00:44:54,070
+بالساوي ال SSY في حالة ال dissonance يصير على اياش
+
+456
+00:44:54,070 --> 00:45:01,160
+على ال tau maxيعني نفس ال .. هدا نفس هذه تماما
+
+457
+00:45:01,160 --> 00:45:10,580
+بتساوي ال SSY اللي هي سبعة و خمسين و سبعة على ال
+
+458
+00:45:10,580 --> 00:45:15,080
+tau max انا حسبت على اربعة و تلاتين point O واحد
+
+459
+00:45:15,080 --> 00:45:23,680
+اربع حسبوليها المفروض
+
+460
+00:45:23,680 --> 00:45:24,360
+تطلع نفس الرقم
+
+461
+00:45:28,800 --> 00:45:32,500
+نفس الاشي بس ال definition بتاع ال yield strings
+
+462
+00:45:32,500 --> 00:45:41,600
+بيختلف يعني بتصف ان انا ممكن اعتبر by
+
+463
+00:45:41,600 --> 00:45:46,880
+definition انه by definition ال maximum share is
+
+464
+00:45:46,880 --> 00:45:51,140
+going to 0 و ال distortion is going to 0نفس
+
+465
+00:45:51,140 --> 00:45:56,400
+الأشياء بس ال definition بتاع ال SSY مختلف واضح؟
+
+466
+00:45:56,400 --> 00:45:59,560
+يعني في الحالتين بحس التاوميكس أنا بس في الحالة
+
+467
+00:45:59,560 --> 00:46:05,100
+الأولى ال SSY بيساوي نص ال SY في حالة ال
+
+468
+00:46:05,100 --> 00:46:10,200
+distortion ال SSY بيساوي point خمسة سبعة سبعة SY
+
+469
+00:46:10,200 --> 00:46:13,260
+كلكم خلصت محاضرة اليوم طيب كل عافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM.srt
new file mode 100644
index 0000000000000000000000000000000000000000..855db3e7676d11f54ad94e12d96204f94c2cc76a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM.srt
@@ -0,0 +1,1710 @@
+1
+00:00:05,040 --> 00:00:07,140
+طيب بسم الله الرحمن الرحيم السلام عليكم ورحمة 
+
+2
+00:00:07,140 --> 00:00:11,420
+الله وبركاته وهنكمل في بداية تصميم الآلات واحد،
+
+3
+00:00:11,420 --> 00:00:14,580
+المرة فهتكون نحكي عن ال fatigue failure criterion،
+
+4
+00:00:14,580 --> 00:00:19,620
+حكينا عن ال Goodman، ال Gerber، ال Soderberg، ال
+
+5
+00:00:19,620 --> 00:00:23,320
+Soderberg، ال  Léptici، ال Morrow وال Smith-Watson
+
+6
+00:00:23,320 --> 00:00:30,620
+-Tober method  حلنا example شوفنا كيف ممكن نحل 
+
+7
+00:00:30,620 --> 00:00:34,120
+graphically كيف نميز بين ال fatigue factor of 
+
+8
+00:00:34,120 --> 00:00:38,440
+safety وال yield factor of safety اليوم هنكمل في
+
+9
+00:00:38,440 --> 00:00:42,300
+ما يسمى ال constant life curve خليني أجرب أن أحكي
+
+10
+00:00:42,300 --> 00:00:51,840
+ال constant life curve نرجع لشكل سابقا شكل 
+
+11
+00:00:51,840 --> 00:00:52,140
+هذا
+
+12
+00:00:58,100 --> 00:01:01,560
+طبعًا هذا الـ .. ال fluctuating stress diagram في
+
+13
+00:01:01,560 --> 00:01:08,960
+حالة هذا الـ .. هذا الـ line جاي بين s, u, t وال
+
+14
+00:01:08,960 --> 00:01:14,400
+سيادة في حالة ايه؟ Goodman، مظبوط؟ وهذا ال yield
+
+15
+00:01:14,400 --> 00:01:22,360
+line جاي بين s, y و s, y طبعًا هذا الـ line it is 
+
+16
+00:01:22,360 --> 00:01:27,750
+based on infinite life يعني مليون cycle فأكثر لأن 
+
+17
+00:01:27,750 --> 00:01:35,270
+في المنطقة هذه عندي infinite life، في المنطقة هذه 
+
+18
+00:01:35,270 --> 00:01:41,350
+finite life، هيكون less than واحد، يعني one reversal
+
+19
+00:01:41,350 --> 00:01:48,790
+بيعيش، لأن في حالة كان احنا لو بنيجي نحل نفترض أن 
+
+20
+00:01:48,790 --> 00:01:52,330
+أنا infinite life وحسبنا الـ fact .. الـ fatigue
+
+21
+00:01:52,330 --> 00:01:58,300
+factor كان أقل من واحدةطلاق الواحد معناته مش
+
+22
+00:01:58,300 --> 00:02:04,180
+infinite life معناته finite life هنشوف كيف بنحل في 
+
+23
+00:02:04,180 --> 00:02:09,260
+الحالة هذه يعني 
+
+24
+00:02:09,260 --> 00:02:15,100
+هذا الـ curve هذا experimental وجاء عند اللي اللي
+
+25
+00:02:15,100 --> 00:02:20,580
+هو ال Gerber جاء بين ال sut وال sa صح هتمثل مليون 
+
+26
+00:02:20,580 --> 00:02:23,900
+عشر أقل ستة cycle 
+
+27
+00:02:25,820 --> 00:02:35,240
+احنا حكينا في ال constant life curve إذا
+
+28
+00:02:35,240 --> 00:02:42,120
+لو ثبتنا يعني حكينا أنه ثبتنا الـ main stress 
+
+29
+00:02:42,120 --> 00:02:42,840
+level
+
+30
+00:02:49,760 --> 00:02:55,840
+إذا بدخل في المنطقة هذه الـ part هعيش عمر أقل هعيش
+
+31
+00:02:55,840 --> 00:02:59,860
+عمر أقل يعني لأن الارتفاع ده الـ life شمالها بتقل
+
+32
+00:02:59,860 --> 00:03:05,180
+صح بشيل الـ alternating stress level أعلى بس بيعيش 
+
+33
+00:03:05,180 --> 00:03:11,300
+infinite بيعيش infinite معناته احنا اللي بنا 
+
+34
+00:03:11,300 --> 00:03:11,940
+نسويه
+
+35
+00:03:14,770 --> 00:03:17,230
+لما نكون عنده finite life يعني الـ factor of safety 
+
+36
+00:03:17,230 --> 00:03:21,550
+بتاع ال NF طلع أقل من واحد معناته خلاص it is 
+
+37
+00:03:21,550 --> 00:03:27,250
+finite life احنا في البداية لما كانت infinite life
+
+38
+00:03:27,250 --> 00:03:31,210
+كانت based على نقطة تين نقطة هين ونقطة هين الـ 
+
+39
+00:03:31,210 --> 00:03:35,550
+filler line نقطة هذه اللي هي sut وصفر وهذه صفر و
+
+40
+00:03:35,550 --> 00:03:46,150
+se لأن لو كانت finite life لو ناخذ اللي هو Goodman
+
+41
+00:03:46,150 --> 00:03:50,810
+مثلًا هعندي 
+
+42
+00:03:50,810 --> 00:03:56,750
+Sut هد 
+
+43
+00:03:56,750 --> 00:04:08,070
+Se هد ايش Infinite Life لو
+
+44
+00:04:08,070 --> 00:04:11,770
+كانت عندي Sigma A هاي الـ word line 
+
+45
+00:04:14,910 --> 00:04:23,170
+كانت عندي هي ال sigma a هنحطها هنا هذه هي sigma m
+
+46
+00:04:23,170 --> 00:04:27,410
+وهذه 
+
+47
+00:04:27,410 --> 00:04:33,110
+ايش ال sigma alternative يعني ال actual stress
+
+48
+00:04:33,110 --> 00:04:44,070
+stress واقع برا معناته ال SM هي هذه وهذه
+
+49
+00:04:45,220 --> 00:04:51,160
+الـ Sa الـ Sm هتكون أقل من الـ Sut والـ Sa 
+
+50
+00:04:51,160 --> 00:04:53,560
+أقل من الـ Sut معناته الـ factor اللي صارت هيكون 
+
+51
+00:04:53,560 --> 00:04:57,760
+ايه أقل من واحد صح لأن الـ factor اللي صارت أن بالساوية
+
+52
+00:04:57,760 --> 00:05:07,500
+بالساوية Sm على الـ Sut بالساوية Sa على
+
+53
+00:05:07,500 --> 00:05:13,760
+الـ Se معناته هذه ايه finite life ايه اللي
+
+54
+00:05:13,760 --> 00:05:14,400
+هنسويه أنا 
+
+55
+00:05:17,670 --> 00:05:22,390
+I will define failure
+
+56
+00:05:22,390 --> 00:05:27,450
+line في حالة هذا Goodman for finite life دي اعتبر 
+
+57
+00:05:27,450 --> 00:05:33,230
+أنه هذه نقطة failure معناته ال Gerber أو الـ الـ الـ 
+
+58
+00:05:33,230 --> 00:05:40,470
+Goodman بيمر فيها هذا
+
+59
+00:05:40,470 --> 00:05:46,370
+هذا هيكون عنده هنا sigma alternating
+
+60
+00:05:52,500 --> 00:05:55,840
+reversible if I apply a sigma to reverse هذه الـ 
+
+61
+00:05:55,840 --> 00:06:01,320
+value هعيش عمر محدد هيعيش عمر محدد يعني أنا بوجد
+
+62
+00:06:01,320 --> 00:06:10,060
+أنا equivalent alternating reverse stress  أنه الـ 
+
+63
+00:06:10,060 --> 00:06:13,580
+Goodman line اللي حكيت الـ Goodman line هيكون جاي بين 
+
+64
+00:06:13,580 --> 00:06:16,220
+تلت نقاط النقطة هذه
+
+65
+00:06:19,320 --> 00:06:30,720
+Sut وصفر هذه النقطة اللي هي Sigma M و Sigma 
+
+66
+00:06:30,720 --> 00:06:36,320
+Alternating اللي حققتنا وهذي هتكون completely 
+
+67
+00:06:36,320 --> 00:06:45,160
+reversed stress هذي هتكون صفر و Sigma Alternating
+
+68
+00:06:45,160 --> 00:06:50,420
+Reversal هي عند الخط جاي بين تلت دقات بقدر أوجد ايش 
+
+69
+00:06:50,420 --> 00:06:56,180
+معادلته يعني هتكون عندي اعتبرت هذا النقطة الأولى 
+
+70
+00:06:56,180 --> 00:07:05,160
+هذا النقطة الثانية هذا النقطة الثالثة هتكون عندي
+
+71
+00:07:05,160 --> 00:07:12,260
+نين نقص واحد على على تلاتة نقص واحد صح يعني هتكون
+
+72
+00:07:12,260 --> 00:07:21,470
+عندي sigma a ناقص صفر على ال sigma M ناقص Sut
+
+73
+00:07:21,470 --> 00:07:35,330
+بتساوي ال sigma A R ناقص صفر على 
+
+74
+00:07:35,330 --> 00:07:38,210
+صفر ناقص Sut 
+
+75
+00:07:42,460 --> 00:07:49,040
+يعني أنا هاقول عندي sigma a على sigma m ناقص sut
+
+76
+00:07:49,040 --> 00:07:58,600
+بيساوي sigma ar على 
+
+77
+00:07:58,600 --> 00:08:03,320
+ناقص sut هادي simplify هتصير معادلة جدول الأصلية
+
+78
+00:08:03,320 --> 00:08:07,200
+ايه؟ ايش هي كانت معادلة الأصلية اللي هي واحد أو 
+
+79
+00:08:10,550 --> 00:08:18,850
+ال sigma a على الـ Se زائد sigma m على الـ Sut بس 
+
+80
+00:08:18,850 --> 00:08:25,710
+هو حين بيصير عندي sigma a r sigma a على sigma 
+
+81
+00:08:25,710 --> 00:08:34,470
+a r بدل الـ Se زائد sigma m على
+
+82
+00:08:34,470 --> 00:08:44,060
+الـ Sut بس أو واحد هيك
+
+83
+00:08:44,060 --> 00:08:48,240
+بتصير شكل المعادلة أنا جبت أنا equivalent
+
+84
+00:08:48,240 --> 00:08:54,860
+alternating reversed stress وهو هتمثل الـ failure
+
+85
+00:08:54,860 --> 00:08:59,520
+بعد ما أنا بحسب ال sigma هذه alternating reversal 
+
+86
+00:08:59,520 --> 00:09:04,280
+بأجي 
+
+87
+00:09:04,280 --> 00:09:06,960
+المعادلة اللي هي sigma
+
+88
+00:09:08,600 --> 00:09:11,860
+alternating reverser اللي هي جاية من الـ sf إذا 
+
+89
+00:09:11,860 --> 00:09:22,100
+فاكرين سواء a n ناقص b صح؟ بعدين بحسب الـ a سواء fs 
+
+90
+00:09:22,100 --> 00:09:31,420
+ut الكل تربيع على Se والـ b سواء ناقص واحد ع
+
+91
+00:09:31,420 --> 00:09:43,730
+تلاتة log الـ fs ut على الـ Sa ومنها 
+
+92
+00:09:43,730 --> 00:09:48,930
+بأجهز بحكي أن الـ N الـ number of cycles to failure
+
+93
+00:09:48,930 --> 00:09:53,870
+بساوي 
+
+94
+00:09:53,870 --> 00:10:02,890
+سيجما A R على A أس واحد على B
+
+95
+00:10:07,700 --> 00:10:32,280
+هذا في حال طلع finite life شوف من خلال مثال a
+
+96
+00:10:32,280 --> 00:10:35,760
+steel
+
+97
+00:10:35,760 --> 00:10:36,140
+bar
+
+98
+00:10:39,900 --> 00:10:43,600
+undergoes cyclic loading such that sigma max
+
+99
+00:10:43,600 --> 00:10:47,100
+بساوي عند الـ steel bar حليف cyclic loading
+
+100
+00:10:47,100 --> 00:10:52,260
+sigma max بساوي 
+
+101
+00:10:52,260 --> 00:10:59,100
+ستين KPSI
+
+102
+00:10:59,100 --> 00:11:05,440
+وال sigma minimum سبعين عشرين KPSI 
+
+103
+00:11:09,140 --> 00:11:14,860
+for the material الـ material عند ال Sut المعطيين
+
+104
+00:11:14,860 --> 00:11:22,360
+هي الثمانين KPSI
+
+105
+00:11:22,360 --> 00:11:25,960
+والـ
+
+106
+00:11:25,960 --> 00:11:32,400
+Sy KPSI 
+
+107
+00:11:32,400 --> 00:11:39,670
+ومعطيني واشفار corrected endurance limit معطيني Sa 
+
+108
+00:11:39,670 --> 00:11:43,350
+بساوي
+
+109
+00:11:43,350 --> 00:11:59,130
+أربعين KPSI ومعطيني F بساوي تسعة وعشرة لو 
+
+110
+00:11:59,130 --> 00:12:01,370
+حسبنا الـ factor of safety باستخدام Goodman
+
+111
+00:12:03,940 --> 00:12:08,340
+في استخدام خطوة نتأكد أول شيء أن الـ factor of
+
+112
+00:12:08,340 --> 00:12:15,160
+safety أقل من واحد for infinite life الـ
+
+113
+00:12:15,160 --> 00:12:18,760
+Nf طبعًا أنا عندي هنا ماتين sigma max و sigma 
+
+114
+00:12:18,760 --> 00:12:24,720
+minimum لما تحكوا أن عندي sigma mean بساوي sigma max
+
+115
+00:12:24,720 --> 00:12:31,890
+زائد sigma minimum على اتنين يعني هيكون بساوي ستين ناقص
+
+116
+00:12:31,890 --> 00:12:39,510
+عشرين على اتنين أربعين و 
+
+117
+00:12:39,510 --> 00:12:44,950
+ال sigma alternating بساوي sigma max ناقص sigma 
+
+118
+00:12:44,950 --> 00:12:50,410
+minimum على اتنين عشرين
+
+119
+00:12:57,330 --> 00:13:05,190
+هتكون ستين ناقص ناقص عشرين على اتنين بتطلع ايش 
+
+120
+00:13:05,190 --> 00:13:15,310
+أربعين KPSI فتلاحظوا هنا factor of safety Nf هتكون
+
+121
+00:13:17,360 --> 00:13:24,560
+في استخدام Goodman Sigma A على Sa زائد Sigma M على
+
+122
+00:13:24,560 --> 00:13:31,300
+S وT وناقص واحد يعني هيكون اللي هو أربعين على 
+
+123
+00:13:31,300 --> 00:13:39,140
+أربعين زائد عشرين على على 
+
+124
+00:13:39,140 --> 00:13:46,710
+ثمانين وناقص واحد يعني هذه هتكون واحد زي اضرب
+
+125
+00:13:46,710 --> 00:13:54,070
+واحد  أقل من واحد تمانية من عشرة أقل من واحد 
+
+126
+00:13:54,070 --> 00:14:02,150
+معناته عندي finite life لو فحصت بالطرق الثانية 
+
+127
+00:14:02,150 --> 00:14:04,790
+هتطلع نفس الأشياء مش هيطلع نفس ال faculty بس هيطلع 
+
+128
+00:14:04,790 --> 00:14:10,390
+كله أقل من واحد معناته
+
+129
+00:14:10,390 --> 00:14:12,790
+بيدي أوجد equivalent
+
+130
+00:14:18,620 --> 00:14:28,920
+في الـ criteria صح نفحص
+
+131
+00:14:28,920 --> 00:14:37,020
+في ال Soderberg طيب وين ال Soderberg في ال Soderberg 
+
+132
+00:14:37,020 --> 00:14:50,760
+هي ال Soderberg هيكون هنا هتكون تساوي اللي 
+
+133
+00:14:50,760 --> 00:14:59,540
+هي هتكون أربعين على كم أربعين 
+
+134
+00:14:59,540 --> 00:15:05,840
+على أربعين زائد عشرين على
+
+135
+00:15:07,670 --> 00:15:12,390
+أساويه كامة على خمسة وستين يعني هتطلع أصغر من كامة دي 
+
+136
+00:15:12,390 --> 00:15:19,450
+وناقص واحد وهنا حكينا أن Soderberg ultra 
+
+137
+00:15:19,450 --> 00:15:23,190
+conservative يعني conservative أكثر من من Soderberg
+
+138
+00:15:23,190 --> 00:15:26,570
+كم 
+
+139
+00:15:26,570 --> 00:15:32,230
+تطلع 0.76
+
+140
+00:15:37,560 --> 00:15:42,660
+في حالة ال Goodman هتصير 
+
+141
+00:15:42,660 --> 00:15:49,280
+عند الخط احنا حكينا ال standard Goodman اللي هي عند
+
+142
+00:15:49,280 --> 00:15:57,600
+ال sigma alternating على SE زائد sigma M على SUT
+
+143
+00:15:57,600 --> 00:16:03,340
+مستوى واحد هتصير
+
+144
+00:16:05,200 --> 00:16:10,440
+هذا for infinite life for finite طب هتكون sigma a
+
+145
+00:16:10,440 --> 00:16:15,080
+على 
+
+146
+00:16:15,080 --> 00:16:29,580
+sigma ar زائد sigma m على sut  بساوي واحد هاي
+
+147
+00:16:29,580 --> 00:16:30,580
+أنا جاي من وين؟
+
+148
+00:16:33,750 --> 00:16:38,990
+هذا الأول يعني هو sut هو
+
+149
+00:16:38,990 --> 00:16:43,930
+se هذا infinite life ال load line بتاعي هي النقطة
+
+150
+00:16:43,930 --> 00:16:54,590
+جاي عندي هنا هي sigma m وهي sigma a معناته خارج في
+
+151
+00:16:54,590 --> 00:16:57,370
+ال factory safety أقل واحد أنا اللي حاسبه هرسم
+
+152
+00:16:57,370 --> 00:16:58,190
+line زي هيك
+
+153
+00:17:01,480 --> 00:17:07,900
+هذه هسميها sigma ايش AR عشان هي أنا بدلت هذه AR
+
+154
+00:17:07,900 --> 00:17:12,900
+يعني 
+
+155
+00:17:12,900 --> 00:17:20,040
+هكون دي sigma A sigma
+
+156
+00:17:20,040 --> 00:17:26,600
+A على sigma AR تساوي واحد ناقص sigma M 
+
+157
+00:17:30,110 --> 00:17:35,170
+على sut مظبوط
+
+158
+00:17:35,170 --> 00:17:38,390
+يعني 
+
+159
+00:17:38,390 --> 00:17:43,010
+هتكون تساوي sut
+
+160
+00:17:43,010 --> 00:17:54,370
+في sut ناقص sigma m صح؟ معناته 
+
+161
+00:17:54,370 --> 00:17:55,310
+sigma ar
+
+162
+00:17:57,960 --> 00:18:08,740
+هتكون تساوي sigma a في sut على sut ناقص sigma m
+
+163
+00:18:08,740 --> 00:18:13,120
+أنا
+
+164
+00:18:13,120 --> 00:18:20,920
+ببساطة بمعادلة بس يعني احسن عندي ال sigma a اللي هي
+
+165
+00:18:20,920 --> 00:18:25,640
+عندي أربعين sigma
+
+166
+00:18:25,640 --> 00:18:34,820
+a اللي هي أربعين في ال SUT اللي هي ثمانين على ال
+
+167
+00:18:34,820 --> 00:18:40,300
+SUT اللي هي ثمانين
+
+168
+00:18:40,300 --> 00:18:50,420
+ناقص sigma M عشرين كم تطلع يعني أربعين في ثمانين
+
+169
+00:18:50,420 --> 00:18:52,260
+على ستين صح ثلاثة وخمسين
+
+170
+00:18:56,830 --> 00:19:06,950
+KPSI حاجة
+
+171
+00:19:06,950 --> 00:19:14,590
+احسب ان number of cycles to failure بساوي واحد
+
+172
+00:19:14,590 --> 00:19:16,550
+على ايه
+
+173
+00:19:24,560 --> 00:19:29,840
+عندكوا في الأساس هتكون سيجما a reversible سواء a
+
+174
+00:19:29,840 --> 00:19:40,540
+في n قص بي صح؟ مظبوط؟ يعني ال n هتكون سيجما ar على 
+
+175
+00:19:40,540 --> 00:19:46,520
+a قص واحد على b صح؟ معناته 
+
+176
+00:19:46,520 --> 00:19:56,980
+هنحسب ال a ال a اللي هي FSUT الكل تربيع على SA
+
+177
+00:19:56,980 --> 00:20:08,300
+يعني هيكون تسعة من عشرة في ثمانين مظبوط على أربعين
+
+178
+00:20:08,300 --> 00:20:11,780
+ال
+
+179
+00:20:11,780 --> 00:20:18,340
+SA أربعين صح؟ يعني اثنين في one point one point
+
+180
+00:20:18,340 --> 00:20:30,490
+eight صح؟ هو فيه تربيع تقريبا تربيع على كام؟ مئة
+
+181
+00:20:30,490 --> 00:20:47,530
+و تسعة و عشرين point ستة عدل A ال B ناقص ثلث log ال
+
+182
+00:20:51,870 --> 00:20:59,810
+الـ F S U T على S إيه يعني هتكون ناقص ثلث ال log
+
+183
+00:20:59,810 --> 00:21:11,170
+اللي هي تسعة من عشرة في ثمانين على أربعين ناقص
+
+184
+00:21:11,170 --> 00:21:18,470
+صفر ثمانية خمسة معناته ال number cycles the
+
+185
+00:21:18,470 --> 00:21:18,810
+failure
+
+186
+00:21:21,690 --> 00:21:25,250
+ماهو الساوي السيجما اي ا ر احنا طالع على ثلاثة و
+
+187
+00:21:25,250 --> 00:21:31,110
+خمسين point ثلاثة وثلاثين على ايه اللي هو مئة و
+
+188
+00:21:31,110 --> 00:21:39,130
+تسعة و عشرين point ستة ناقص واحد على ناقص point
+
+189
+00:21:39,130 --> 00:21:40,650
+zero ثمانية خمسة
+
+190
+00:21:53,190 --> 00:22:00,630
+أربع ثلاثين أربع
+
+191
+00:22:00,630 --> 00:22:05,030
+ميت ألف سايكل صح؟
+
+192
+00:22:05,030 --> 00:22:19,670
+ما
+
+193
+00:22:19,670 --> 00:22:20,390
+زلت الرقم؟
+
+194
+00:22:24,980 --> 00:22:28,700
+طيب احنا كل الحسبات في كل بقدرة طريقة .. يعني هذه
+
+195
+00:22:28,700 --> 00:22:32,160
+كلها sigma max, sigma minimum, s, u, t, s, y, s,
+
+196
+00:22:32,220 --> 00:22:38,340
+e, f, sigma m, sigma a كلها شغلات ايش؟ ثوابت
+
+197
+00:22:40,700 --> 00:22:50,740
+و ال .. ال a ثابتة و ال b ثابت بس تختلف ايش طريقة
+
+198
+00:22:50,740 --> 00:22:57,440
+حساب ال sigma ar تختلف طريقة حساب ال sigma ar يعني 
+
+199
+00:22:57,440 --> 00:23:05,360
+خليني أنا ألخص المسألة يعني 
+
+200
+00:23:05,360 --> 00:23:09,100
+عند ال sigma مين؟ عشرين وأربعين
+
+201
+00:23:13,230 --> 00:23:18,950
+هذه عشرين وأربعين
+
+202
+00:23:18,950 --> 00:23:23,850
+وعند
+
+203
+00:23:23,850 --> 00:23:30,570
+ال A ال
+
+204
+00:23:30,570 --> 00:23:39,890
+A مئة وتسعة وعشرون point ستة وال B ناقص point صفر
+
+205
+00:23:39,890 --> 00:23:41,170
+ثمانية خمسة
+
+206
+00:23:59,300 --> 00:24:16,660
+ماشي لإن في حالة Goodman كانت
+
+207
+00:24:16,660 --> 00:24:17,000
+عندي
+
+208
+00:24:22,490 --> 00:24:26,890
+سيجما ايه على
+
+209
+00:24:26,890 --> 00:24:35,370
+سيجما ايه reversible زائد سيجما ام على 
+
+210
+00:24:35,370 --> 00:24:42,950
+SUT بساوي واحد منها حسب السيجما ايه اه صح؟
+
+211
+00:24:42,950 --> 00:24:46,410
+بحالة مورا
+
+212
+00:25:10,230 --> 00:25:21,490
+سيجما ايه على 
+
+213
+00:25:21,490 --> 00:25:28,150
+سيجما اي ار زائد 
+
+214
+00:25:28,150 --> 00:25:32,690
+سيجما ام على
+
+215
+00:25:32,690 --> 00:25:37,830
+سيجما اف prime او bar تقريبا 
+
+216
+00:25:40,650 --> 00:26:03,770
+بتساوي ايش واحد وهذه
+
+217
+00:26:03,770 --> 00:26:18,110
+كان منها طلع ال sigma ar بتساوي Sigma A S U T على S
+
+218
+00:26:18,110 --> 00:26:26,570
+U T ناقص Sigma M صح؟
+
+219
+00:26:26,570 --> 00:26:30,470
+بظبط؟
+
+220
+00:26:30,470 --> 00:26:37,410
+وهي أنا هتكلم عن دي برضه بحالها دي Sigma A R بساوي 
+
+221
+00:26:37,410 --> 00:26:48,290
+Sigma A Sigma F prime على Sigma F prime ناقص Sigma
+
+222
+00:26:48,290 --> 00:26:56,690
+M نفس شكل المعادلة هذه أنا بطلع الشكل بطلع شكل
+
+223
+00:26:56,690 --> 00:27:08,630
+المعادلة بقابلها محاكرة هذه مارو جيربار
+
+224
+00:27:23,450 --> 00:27:29,130
+هتكون دي sigma a على
+
+225
+00:27:29,130 --> 00:27:34,070
+sigma ar زائد 
+
+226
+00:27:34,070 --> 00:27:37,310
+sigma
+
+227
+00:27:37,310 --> 00:27:41,130
+m على 
+
+228
+00:27:41,130 --> 00:27:51,470
+sut كل تربيع تساوي واحد تطلع
+
+229
+00:27:51,470 --> 00:27:52,390
+sigma ar
+
+230
+00:27:58,580 --> 00:28:08,740
+بتساوي يعني أنا هجيب واحد ناقص اه
+
+231
+00:28:08,740 --> 00:28:19,060
+هتكون sigma ar هتكون تساوي sigma a على واحد ناقص
+
+232
+00:28:19,060 --> 00:28:30,040
+sigma m على SUT كل تربيع يعني مظبوط
+
+233
+00:28:30,040 --> 00:28:39,220
+طيب هذا بالنسبة ل GearBar بالنسبة 
+
+234
+00:28:39,220 --> 00:28:40,100
+ل Soderberg
+
+235
+00:28:49,550 --> 00:28:55,130
+هكون عندي sigma a
+
+236
+00:28:55,130 --> 00:29:09,570
+على sigma a reversible زائد sigma m على sy تساوي 
+
+237
+00:29:09,570 --> 00:29:16,910
+واحد بالظبط يعني sigma m هتكون sigma ar
+
+238
+00:29:20,870 --> 00:29:37,830
+هتساوي Sigma A S Y على S Y ناقص Sigma M الأزمة
+
+239
+00:29:53,510 --> 00:30:08,630
+سيجما A على سيجما AR الكل تربيع زائد سيجما M على SY
+
+240
+00:30:08,630 --> 00:30:17,870
+الكل تربيع تساوي واحد يعني السيجما AR هتكون
+
+241
+00:30:17,870 --> 00:30:18,450
+تساوي
+
+242
+00:30:22,180 --> 00:30:28,020
+هيكون عندي تحت واحد
+
+243
+00:30:28,020 --> 00:30:41,520
+ناقص sigma M على SY الكل تربيع اضرب
+
+244
+00:30:41,520 --> 00:30:46,260
+في ال .. 
+
+245
+00:30:46,260 --> 00:30:51,180
+هتكون sigma A وهنا جذر
+
+246
+00:30:55,210 --> 00:31:06,070
+صح؟ هاد الأزمة طيب
+
+247
+00:31:06,070 --> 00:31:09,830
+ال
+
+248
+00:31:09,830 --> 00:31:18,950
+.. ال smith watson topper smith watson topper
+
+249
+00:31:21,660 --> 00:31:30,580
+Quant اللي هي بدل SE بيصير Sigma AR Sigma AR
+
+250
+00:31:30,580 --> 00:31:36,820
+لكن في المحاضرة اللي فاتحة قلتلكوا أنا انه usually
+
+251
+00:31:36,820 --> 00:31:41,320
+بيستخدموا Smith Watson في ال .. في ال ايه؟ في ال
+
+252
+00:31:41,320 --> 00:31:47,630
+finite life تعاملوا معاها أسهل تطلع طول S Sigma A R
+
+253
+00:31:47,630 --> 00:31:51,710
+يعني نفس المعادلة بشكل مماثل بساوي جذر تربيع
+
+254
+00:31:51,710 --> 00:31:55,670
+Sigma
+
+255
+00:31:55,670 --> 00:32:02,050
+M زائد
+
+256
+00:32:02,050 --> 00:32:09,630
+Sigma A Sigma
+
+257
+00:32:09,630 --> 00:32:10,070
+A
+
+258
+00:32:17,230 --> 00:32:24,590
+ماشي ضال؟ خلصت اه طيب احنا عندنا ست طرق حقيقية في
+
+259
+00:32:24,590 --> 00:32:29,450
+طريقة تانية ماحكيتهاش اللي هي walker اسمها ال
+
+260
+00:32:29,450 --> 00:32:31,970
+walker ال Smith-Watson هي حالة خاصة ال walker نفس
+
+261
+00:32:31,970 --> 00:32:37,810
+الشيء بس حالة .. هذه حالة خاصة طيب موجودة في
+
+262
+00:32:37,810 --> 00:32:42,890
+الكتاب طيب الآن معناته في كل حالة بدي احسب ال
+
+263
+00:32:42,890 --> 00:32:45,570
+sigma AR
+
+264
+00:32:50,400 --> 00:32:54,760
+بعدين once حسبت ال sigma r وعندي ال a وال b ال n
+
+265
+00:32:54,760 --> 00:33:03,000
+ال
+
+266
+00:33:03,000 --> 00:33:16,340
+n بيساوي sigma ar على a زائد واحد على 
+
+267
+00:33:16,340 --> 00:33:16,600
+b
+
+268
+00:33:20,450 --> 00:33:26,650
+او باش محسبين يعني
+
+269
+00:33:26,650 --> 00:33:32,530
+أنا خلي نشوف نحسب لا
+
+270
+00:33:32,530 --> 00:33:35,630
+ال sigma في ال prime
+
+271
+00:33:56,670 --> 00:34:07,050
+ال سيج بقى في ال prime بتساوي 
+
+272
+00:34:07,050 --> 00:34:18,190
+خمسين SUT زي خمسين زي خمسين SUT زي خمسين يعني 
+
+273
+00:34:18,190 --> 00:34:21,910
+هتكون ثمانين وخمسين مئة وثلاثين صح؟
+
+274
+00:34:30,310 --> 00:34:32,330
+الـ 130 KPSI
+
+275
+00:35:05,530 --> 00:35:13,510
+هبدأ نحسب اللي هو ال sigma ar اللي
+
+276
+00:35:13,510 --> 00:35:25,250
+هو طب
+
+277
+00:35:25,250 --> 00:35:29,530
+عندي ال inputs اللي هي ايش ده حكي ال number
+
+278
+00:35:35,070 --> 00:35:38,170
+اللي هو ال variable أو ال parameter ال parameter
+
+279
+00:35:38,170 --> 00:35:43,790
+ال variable ده 
+
+280
+00:35:43,790 --> 00:35:55,250
+احكي ال symbol تبعه و ال unit طيب 
+
+281
+00:35:55,250 --> 00:36:00,450
+و ال
+
+282
+00:36:09,570 --> 00:36:11,830
+value أنا عندي إيه؟
+
+283
+00:36:37,240 --> 00:36:46,300
+عندي اللي هو ال maximum stress
+
+284
+00:36:46,300 --> 00:36:51,100
+ستين 
+
+285
+00:36:51,100 --> 00:37:03,500
+as max unitly kpsi  ال
+
+286
+00:37:03,500 --> 00:37:03,820
+minimum
+
+287
+00:37:08,660 --> 00:37:16,200
+stress  أسمه سالب
+
+288
+00:37:16,200 --> 00:37:22,260
+عشرين اللي 
+
+289
+00:37:22,260 --> 00:37:28,560
+هو أكثر
+
+290
+00:37:28,560 --> 00:37:35,280
+اللي هو عندي ال main stress
+
+291
+00:37:42,830 --> 00:37:50,750
+S M بتساوي
+
+292
+00:37:50,750 --> 00:38:06,010
+alternating
+
+293
+00:38:06,010 --> 00:38:06,670
+stress
+
+294
+00:38:14,990 --> 00:38:22,610
+stress s a
+
+295
+00:38:22,610 --> 00:38:31,730
+طيب
+
+296
+00:38:31,730 --> 00:38:40,070
+و بعدين tensile strength
+
+297
+00:38:50,340 --> 00:38:57,180
+SUT مئة وثمانين وستة
+
+298
+00:38:57,180 --> 00:39:05,160
+ال yield SY
+
+299
+00:39:05,160 --> 00:39:10,540
+ستين
+
+300
+00:39:10,540 --> 00:39:11,740
+وخمسة وستين
+
+301
+00:39:21,920 --> 00:39:32,120
+فشلة وحدات بون تسعة بعدين ثمانية
+
+302
+00:39:32,120 --> 00:39:36,660
+A
+
+303
+00:39:36,660 --> 00:39:43,200
+و
+
+304
+00:39:43,200 --> 00:39:43,420
+B
+
+305
+00:39:59,930 --> 00:40:07,250
+ال a كم minus
+
+306
+00:40:07,250 --> 00:40:20,950
+point اللي
+
+307
+00:40:20,950 --> 00:40:24,310
+هو إيش الاسم بتاعه
+
+308
+00:40:27,430 --> 00:40:29,730
+اللي هو fracture stress coefficients مظبوط
+
+309
+00:40:29,730 --> 00:40:34,070
+fracture strength
+
+310
+00:40:34,070 --> 00:40:37,590
+coefficient
+
+311
+00:40:37,590 --> 00:40:48,650
+اللي
+
+312
+00:40:48,650 --> 00:40:55,950
+هي F prime بتساوي
+
+313
+00:40:57,450 --> 00:41:02,910
+خمسين زائد طيب
+
+314
+00:41:02,910 --> 00:41:06,930
+SE
+
+315
+00:41:06,930 --> 00:41:12,330
+اللي هو ال endurance limit
+
+316
+00:41:12,330 --> 00:41:17,810
+SE
+
+317
+00:41:17,810 --> 00:41:20,710
+أربعين
+
+318
+00:41:31,490 --> 00:41:37,590
+طيب نفس ال sigma ar
+
+319
+00:41:37,590 --> 00:41:46,890
+godman اللي هو completely
+
+320
+00:41:46,890 --> 00:41:51,130
+reversed
+
+321
+00:41:51,130 --> 00:41:56,610
+ده
+
+322
+00:41:56,610 --> 00:41:57,770
+case ال equivalent
+
+323
+00:42:06,250 --> 00:42:16,110
+completely reversed stress
+
+324
+00:42:16,110 --> 00:42:23,770
+بده أحكي أول واحد إيش Godman
+
+325
+00:42:23,770 --> 00:42:29,810
+بده
+
+326
+00:42:29,810 --> 00:42:40,740
+أحكي اللي هو S A R GGood man يا K P S I إيه
+
+327
+00:42:40,740 --> 00:42:52,920
+بتساوي؟ اه
+
+328
+00:43:18,340 --> 00:43:24,240
+هيبقى ده حكاية جودة بقالها وليه إيه؟
+
+329
+00:43:24,240 --> 00:43:29,380
+بقالي
+
+330
+00:44:08,060 --> 00:44:18,360
+هذه هتساوي في حالة Goodman تساوي ال sigma إيه؟ رقم
+
+331
+00:44:18,360 --> 00:44:23,060
+أو رقم أو رقم أو
+
+332
+00:44:23,060 --> 00:44:23,140
+رقم أو رقم أو رقم أو
+
+333
+00:44:23,140 --> 00:44:23,300
+رقم أو رقم أو رقم أو
+
+334
+00:44:23,300 --> 00:44:24,280
+رقم أو رقم أو رقم أو
+
+335
+00:44:24,280 --> 00:44:25,200
+رقم أو رقم أو رقم أو
+
+336
+00:44:25,200 --> 00:44:32,360
+رقم أو رقم أو
+
+337
+00:44:32,360 --> 00:44:37,480
+رقم
+
+338
+00:44:46,050 --> 00:45:00,390
+بعدين ال number of cycles هيكون
+
+339
+00:45:00,390 --> 00:45:06,930
+الساوى اللي
+
+340
+00:45:06,930 --> 00:45:10,570
+هو هذه على a
+
+341
+00:45:17,300 --> 00:45:28,600
+قص سالب أس قص واحد على على بيه طيب
+
+342
+00:45:28,600 --> 00:45:33,240
+الآن
+
+343
+00:45:33,240 --> 00:45:39,880
+هنسخ هذا العمود الثاني
+
+344
+00:45:39,880 --> 00:45:42,920
+إيه أشعر أنه هيكون إيش اسمه
+
+345
+00:45:45,940 --> 00:45:51,480
+tomorrow هكون كلش نفس الشيء معها ده إيش لأ آخر
+
+346
+00:45:51,480 --> 00:46:01,700
+واحدة صح ده هتكون هنمسحهم
+
+347
+00:46:01,700 --> 00:46:02,140
+كلهم
+
+348
+00:46:20,610 --> 00:46:28,090
+هذه مورو الثالثة هيش غيربار غيربار
+
+349
+00:46:28,090 --> 00:46:34,230
+غيربار
+
+350
+00:46:34,230 --> 00:46:37,250
+وهذه
+
+351
+00:46:37,250 --> 00:46:43,970
+وهذه
+
+352
+00:46:51,140 --> 00:47:04,260
+سميس واتسون توبار طيب
+
+353
+00:47:04,260 --> 00:47:10,200
+خمسة هدول عشان ما نخروش ناشط ناشط
+
+354
+00:47:10,200 --> 00:47:13,480
+إيه؟ طيب
+
+355
+00:47:20,310 --> 00:47:29,130
+هذا هتكون تساوي اللي هي شهد مورو سيجما إيه اللي هي
+
+356
+00:47:29,130 --> 00:47:38,690
+هذه صح في سيجما اف هذه
+
+357
+00:47:38,690 --> 00:47:48,710
+اه مئة وثلاثين على على سيجما اف minus سيجما M
+
+358
+00:47:56,140 --> 00:48:04,680
+هذه طيب الجيربار على
+
+359
+00:48:04,680 --> 00:48:13,100
+الجزر هذه صح؟ سيجما A ليه هذه؟ على ال square root
+
+360
+00:48:13,100 --> 00:48:16,280
+صح؟ لأ لأ مش فيها square root بحق ماينس تقريبا هذه
+
+361
+00:48:16,280 --> 00:48:28,980
+الجزر اللي هي فيه الأزمة اه هتساوي سيجما a على واحد
+
+362
+00:48:28,980 --> 00:48:39,980
+minus ليه سيجما m على سيجما ct تربيع سيجما m على
+
+363
+00:48:39,980 --> 00:48:45,600
+تربيع
+
+364
+00:48:45,600 --> 00:48:49,760
+second clause طيب
+
+365
+00:48:54,540 --> 00:49:02,120
+Soderbergh بالساوية S A في
+
+366
+00:49:02,120 --> 00:49:06,020
+S Y على
+
+367
+00:49:06,020 --> 00:49:13,140
+S Y minus سيجما M
+
+368
+00:49:19,110 --> 00:49:26,110
+طيب الأزمة سيجما
+
+369
+00:49:26,110 --> 00:49:31,310
+a على
+
+370
+00:49:31,310 --> 00:49:38,050
+square root لواحد
+
+371
+00:49:38,050 --> 00:49:43,610
+minus في التحكوس سيجما
+
+372
+00:49:43,610 --> 00:49:46,670
+m على sy
+
+373
+00:49:50,820 --> 00:49:57,000
+كل تربيع سكركوس مظبوط آخر
+
+374
+00:49:57,000 --> 00:50:06,600
+واحدة بالساوية square root سيجما
+
+375
+00:50:06,600 --> 00:50:17,200
+a هذه في سيجما a هذه
+
+376
+00:50:17,200 --> 00:50:17,960
+زاد
+
+377
+00:50:34,410 --> 00:50:39,590
+طيب طيب الآن ال cycles
+
+378
+00:51:17,960 --> 00:51:26,100
+مين الأكثر واحد أعطت؟
+
+379
+00:51:26,100 --> 00:51:31,740
+مين
+
+380
+00:51:31,740 --> 00:51:43,560
+الأقل، احكيه خليني آخذ .. آخذ هدول control
+
+381
+00:51:43,560 --> 00:51:44,400
+C
+
+382
+00:51:47,070 --> 00:51:52,370
+أعمل هنا paste
+
+383
+00:51:52,370 --> 00:51:56,950
+ال values بس
+
+384
+00:51:56,950 --> 00:52:03,670
+و
+
+385
+00:52:03,670 --> 00:52:08,030
+أنسخ هذه Ctrl
+
+386
+00:52:08,030 --> 00:52:08,490
+C
+
+387
+00:52:16,200 --> 00:52:23,580
+بعدين آخذ هدول Ctrl C بعدين
+
+388
+00:52:23,580 --> 00:52:27,400
+Paste Transpose
+
+389
+00:53:19,190 --> 00:53:30,490
+مانعت عندي اللي هو Soderbergh يعني أعطتنا تلتاشر
+
+390
+00:53:30,490 --> 00:53:33,670
+الف ما هي ال most ultra conservative عشان بتعطيني
+
+391
+00:53:33,670 --> 00:53:48,670
+life قليلة مظبوط بعدين ال godman conservative يعني
+
+392
+00:53:48,670 --> 00:53:55,950
+عند اللي هي الأزمة بتعطينا
+
+393
+00:53:55,950 --> 00:54:02,330
+خمس مية وخمسة وستين ألف cycle الأكثر سيئة .. سيئة احنا
+
+394
+00:54:02,330 --> 00:54:03,790
+حكينا فيها حالة ال ..
+
+395
+00:54:06,690 --> 00:54:12,710
+اللي هي SWT ال SMS بس ممكن أي نظرية تستخدمها
+
+396
+00:54:39,060 --> 00:54:39,840
+أنا أحفظه
+
+397
+00:55:14,940 --> 00:55:20,340
+الفكرة اللي مانك بتجيب equivalent reversed
+
+398
+00:55:20,340 --> 00:55:25,160
+stress complete reversed stress أو alternating
+
+399
+00:55:25,160 --> 00:55:28,720
+reversed stress component و based on this
+
+400
+00:55:28,720 --> 00:55:35,660
+بتحسبيهاش ال life إذا
+
+401
+00:55:35,660 --> 00:55:41,280
+ما كانوا أكثر شيء مطابق للبيانات أي واحدة؟ يعني
+
+402
+00:55:41,280 --> 00:55:44,460
+أكثر شيء في الحالة هذه ممكن نعتبرها اللي هي ال Smith
+
+403
+00:55:44,460 --> 00:55:49,600
+-Watson ال Smith-Watson هو طلع أكثر شيوعا اللي هو
+
+404
+00:55:49,600 --> 00:55:54,460
+Godman أكثر شيوعا لأنها سهلة بال fatigue failure
+
+405
+00:55:54,460 --> 00:55:59,200
+analysis لأنه كثير بيتمد على ال instrumental و
+
+406
+00:55:59,200 --> 00:56:04,400
+نسبة الخطأ أو ال prediction فيه بتكون نسبيا عالية
+
+407
+00:56:04,400 --> 00:56:09,940
+عشان هيك اشتغل معيشي بسيط اشتغل conservative وشيء
+
+408
+00:56:09,940 --> 00:56:10,360
+بسيط
+
+409
+00:56:39,250 --> 00:56:44,110
+بس هنا أمشي عن هذه في
+
+410
+00:56:44,110 --> 00:56:45,250
+حالة إذا عندي
+
+411
+00:56:49,900 --> 00:56:55,540
+part under torsion و بس نفس .. torsional fatigue
+
+412
+00:56:55,540 --> 00:57:01,240
+طبعا، نفس الحسابات بتاعة normal stress العادي، مع
+
+413
+00:57:01,240 --> 00:57:05,580
+ده أستبدل ال sigma m و ال sigma alternating ب tau m
+
+414
+00:57:05,580 --> 00:57:11,140
+و tau alternating أي واحد اثنين بدك تعمل apply
+
+415
+00:57:11,140 --> 00:57:15,200
+load factor Kc بصوة point خمسة وتسعة ده ال
+
+416
+00:57:15,200 --> 00:57:21,920
+endurance limit واستبدل Asy اللي هي بالصوة point خمسة وسبعة وسبعة Asy 
+
+417
+00:57:21,920 --> 00:57:24,580
+اللي هي بالصوة point خمسة وسبعة وسبعة Asy هات طبق
+
+418
+00:57:24,580 --> 00:57:29,790
+اللي دي storage energy theory واستبدل SUT بال
+
+419
+00:57:29,790 --> 00:57:35,390
+ultimate strength in shear اللي هي SSU بالسابون 6
+
+420
+00:57:35,390 --> 00:57:41,550
+-7 SUT المحاضرة
+
+421
+00:57:41,550 --> 00:57:45,990
+الجاي هنحكي عن fatigue failure for brittle 
+
+422
+00:57:45,990 --> 00:57:48,150
+materials
+
+423
+00:57:50,270 --> 00:57:55,910
+بعدين هنحكي عن الـ combined loading، احنا حتى 
+
+424
+00:57:55,910 --> 00:57:58,730
+ماحكيناش عن combined loading، أنه يكون .. يكون
+
+425
+00:57:58,730 --> 00:58:04,050
+عنده أي combination من الـ bending و الـ torsion و
+
+426
+00:58:04,050 --> 00:58:06,910
+الـ axial و الـ transverse shear، ممكن أي .. يكون أي
+
+427
+00:58:06,910 --> 00:58:12,110
+combination، كيف نتعامل مع الحالة هذه؟ يعني،
+428
+00:58:12,110 --> 00:58:12,670
+تاكلوا عافية 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..e2a72b0c3cf498b9aef1a240ad551d9f8ed9bb5a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.json
@@ -0,0 +1 @@
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"text": "طلاق الواحد معناته مش infinite life معناته finite life هنشوف كيف بنحل في الحالة هذه يعني هذا ال curve هذا experimental و جاء عند اللي اللي هو ال burger جاء بين ال sut و ال sa صح هتمثل مليون عشر أقل ستة cycle", "tokens": [9566, 15040, 4587, 2423, 14407, 24401, 20449, 8315, 47395, 37893, 13785, 993, 20449, 8315, 47395, 19362, 993, 8032, 1863, 8592, 38688, 9122, 33911, 44945, 5016, 1211, 8978, 21542, 6027, 3660, 29538, 37495, 22653, 23758, 2423, 7605, 23758, 17069, 4032, 10874, 16606, 43242, 13672, 1829, 13672, 1829, 31439, 2423, 16393, 10874, 16606, 49374, 2423, 43489, 4032, 2423, 601, 20328, 5016, 8032, 39237, 12984, 1211, 3714, 20292, 11536, 6225, 46309, 5551, 4587, 1211, 8608, 2655, 3660, 6586], "avg_logprob": -0.22121710016539223, "compression_ratio": 1.5771144278606966, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 115.46, "end": 115.82, "word": "طلاق", "probability": 0.8953450520833334}, {"start": 115.82, "end": 116.24, "word": " الواحد", "probability": 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" هو", "probability": 0.9931640625}, {"start": 135.3, "end": 135.5, "word": " ال", "probability": 0.93798828125}, {"start": 135.5, "end": 135.76, "word": " burger", "probability": 0.44775390625}, {"start": 135.76, "end": 136.02, "word": " جاء", "probability": 0.9091796875}, {"start": 136.02, "end": 136.22, "word": " بين", "probability": 0.8984375}, {"start": 136.22, "end": 136.38, "word": " ال", "probability": 0.87890625}, {"start": 136.38, "end": 136.88, "word": " sut", "probability": 0.373291015625}, {"start": 136.88, "end": 137.46, "word": " و", "probability": 0.8359375}, {"start": 137.46, "end": 137.58, "word": " ال", "probability": 0.919921875}, {"start": 137.58, "end": 138.0, "word": " sa", "probability": 0.62451171875}, {"start": 138.0, "end": 138.62, "word": " صح", "probability": 0.897216796875}, {"start": 138.62, "end": 140.12, "word": " هتمثل", "probability": 0.7064208984375}, {"start": 140.12, "end": 140.58, "word": " مليون", "probability": 0.9939778645833334}, {"start": 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"end": 217.75, "word": " لأن", "probability": 0.76806640625}, {"start": 217.75, "end": 217.91, "word": " لو", "probability": 0.9951171875}, {"start": 217.91, "end": 218.79, "word": " كانت", "probability": 0.9951171875}, {"start": 218.79, "end": 221.71, "word": " finite", "probability": 0.978515625}, {"start": 221.71, "end": 222.11, "word": " life", "probability": 0.97705078125}], "temperature": 1.0}, {"id": 9, "seek": 25177, "start": 224.01, "end": 251.77, "text": "لو نخد اللي هو Godman مثلا هعندي S U T هد S E هد ايش Infinite Life لو كانت عندى Sigma A هاي ال word line", "tokens": [1211, 2407, 8717, 9778, 3215, 13672, 1829, 31439, 1265, 1601, 50113, 15040, 8032, 3615, 1863, 16254, 318, 624, 314, 8032, 3215, 318, 462, 8032, 3215, 1975, 1829, 8592, 43368, 7720, 45164, 25961, 2655, 43242, 7578, 36595, 316, 8032, 47302, 2423, 1349, 1622], "avg_logprob": -0.4516715060832889, "compression_ratio": 1.140625, "no_speech_prob": 0.0, "words": [{"start": 224.01, "end": 224.27, "word": "لو", 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251.77, "word": " line", "probability": 0.8984375}], "temperature": 1.0}, {"id": 10, "seek": 28407, "start": 254.91, "end": 284.07, "text": "كانت عندي هي ال sigma a هنحطها هنا هذه هي sigma m وهذه ايش ال sigma alternative يعني ال actual status stress واقع برا معناته ال SM هي هذه وهذه", "tokens": [41361, 2655, 18871, 16254, 39896, 2423, 12771, 257, 8032, 1863, 5016, 9566, 11296, 34105, 29538, 39896, 12771, 275, 37037, 24192, 1975, 1829, 8592, 2423, 12771, 8535, 37495, 22653, 2423, 3539, 6558, 4244, 36764, 4587, 3615, 4724, 23557, 20449, 8315, 47395, 2423, 13115, 39896, 29538, 37037, 24192], "avg_logprob": -0.31233379054576793, "compression_ratio": 1.4475524475524475, "no_speech_prob": 0.0, "words": [{"start": 254.91, "end": 255.31, "word": "كانت", "probability": 0.93505859375}, {"start": 255.31, "end": 255.51, "word": " عندي", "probability": 0.6875}, {"start": 255.51, "end": 255.69, "word": " هي", "probability": 0.383056640625}, {"start": 255.69, "end": 255.83, "word": " ال", 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finite life شوف من خلال مثال a steel bar", "tokens": [3224, 15730, 8978, 11331, 6027, 1975, 9566, 1211, 3615, 19362, 993, 13412, 38688, 9154, 16490, 1211, 6027, 50113, 6027, 257, 8269, 2159], "avg_logprob": -0.13926630693933237, "compression_ratio": 0.9529411764705882, "no_speech_prob": 0.0, "words": [{"start": 607.7, "end": 608.04, "word": "هذا", "probability": 0.94921875}, {"start": 608.04, "end": 608.16, "word": " في", "probability": 0.892578125}, {"start": 608.16, "end": 608.44, "word": " حال", "probability": 0.9951171875}, {"start": 608.44, "end": 608.9, "word": " اطلع", "probability": 0.8978271484375}, {"start": 608.9, "end": 610.16, "word": " finite", "probability": 0.85302734375}, {"start": 610.16, "end": 610.62, "word": " life", "probability": 0.97216796875}, {"start": 610.62, "end": 613.1, "word": " شوف", "probability": 0.8310546875}, {"start": 613.1, "end": 613.24, "word": " من", "probability": 0.447509765625}, {"start": 613.24, "end": 613.64, "word": " خلال", "probability": 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1.3793103448275863, "no_speech_prob": 0.0, "words": [{"start": 639.9000000000001, "end": 640.94, "word": "undergoes", "probability": 0.750244140625}, {"start": 640.94, "end": 641.5, "word": " cyclic", "probability": 0.859130859375}, {"start": 641.5, "end": 642.02, "word": " loading", "probability": 0.921875}, {"start": 642.02, "end": 642.38, "word": " such", "probability": 0.9189453125}, {"start": 642.38, "end": 642.82, "word": " that", "probability": 0.9541015625}, {"start": 642.82, "end": 643.16, "word": " sigma", "probability": 0.263427734375}, {"start": 643.16, "end": 643.6, "word": " max", "probability": 0.9423828125}, {"start": 643.6, "end": 644.24, "word": " بالساوية", "probability": 0.82216796875}, {"start": 644.24, "end": 645.0, "word": " عند", "probability": 0.69091796875}, {"start": 645.0, "end": 645.12, "word": " ال", "probability": 0.310302734375}, {"start": 645.12, "end": 645.3, "word": " steel", "probability": 0.81396484375}, {"start": 645.3, "end": 645.66, "word": " bar", "probability": 0.94775390625}, {"start": 645.66, "end": 646.44, "word": " حليف", "probability": 0.506103515625}, {"start": 646.44, "end": 646.78, "word": " cyclic", "probability": 0.71337890625}, {"start": 646.78, "end": 647.1, "word": " loading", "probability": 0.931640625}, {"start": 647.1, "end": 647.46, "word": " sigma", "probability": 0.80908203125}, {"start": 647.46, "end": 647.92, "word": " max", "probability": 0.974609375}, {"start": 647.92, "end": 652.26, "word": " بالساوية", "probability": 0.9662109375}, {"start": 652.26, "end": 655.0, "word": " ستين", "probability": 0.93408203125}, {"start": 655.0, "end": 659.1, "word": " KPSI", "probability": 0.6785481770833334}, {"start": 659.1, "end": 660.58, "word": " والسيكبا", "probability": 0.6563313802083334}, {"start": 660.58, "end": 661.04, "word": " minimum", "probability": 0.76708984375}, {"start": 661.04, "end": 662.86, "word": " سبعين", "probability": 0.8583984375}, {"start": 662.86, "end": 663.54, "word": " عشرين", "probability": 0.4996744791666667}, {"start": 663.54, "end": 665.44, "word": " KPSI", "probability": 0.9485677083333334}], "temperature": 1.0}, {"id": 24, "seek": 69548, "start": 669.14, "end": 695.48, "text": "for the material ال material عند ال SUT المعطنين هي التمانين KPSI وال S Y KPSI ومعطن واشفار corrected", "tokens": [2994, 264, 2527, 2423, 2527, 43242, 2423, 318, 8709, 9673, 3615, 9566, 1863, 9957, 39896, 16712, 2304, 7649, 9957, 591, 6273, 40, 16070, 318, 398, 591, 6273, 40, 4032, 2304, 3615, 9566, 1863, 4032, 33599, 5172, 9640, 31687], "avg_logprob": -0.4719551282051282, "compression_ratio": 1.3461538461538463, "no_speech_prob": 0.0, "words": [{"start": 669.14, "end": 669.52, "word": "for", "probability": 0.5615234375}, {"start": 669.52, "end": 669.68, "word": " the", "probability": 0.8642578125}, {"start": 669.68, "end": 670.18, "word": " material", "probability": 0.85693359375}, {"start": 670.18, "end": 670.46, "word": " ال", "probability": 0.54638671875}, {"start": 670.46, 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"word": " ومعطن", "probability": 0.831640625}, {"start": 694.52, "end": 694.98, "word": " واشفار", "probability": 0.599853515625}, {"start": 694.98, "end": 695.48, "word": " corrected", "probability": 0.9365234375}], "temperature": 1.0}, {"id": 25, "seek": 72137, "start": 697.63, "end": 721.37, "text": "endurance limit ماعطيني S A بسواة أربعين K P S I وماعطيني F بسواة تسعة وعشرة لو حسبنا ال factor of safety باستخدام Godman", "tokens": [521, 5683, 4948, 19446, 3615, 9566, 9957, 1829, 318, 316, 4724, 3794, 14407, 3660, 5551, 25513, 3615, 9957, 591, 430, 318, 286, 4032, 15042, 3615, 9566, 9957, 1829, 479, 4724, 3794, 14407, 3660, 6055, 3794, 27884, 4032, 3615, 8592, 25720, 45164, 11331, 35457, 8315, 2423, 5952, 295, 4514, 4724, 995, 14851, 9778, 3215, 10943, 1265, 1601], "avg_logprob": -0.33771929824561403, "compression_ratio": 1.2361111111111112, "no_speech_prob": 0.0, "words": [{"start": 697.63, "end": 698.13, "word": "endurance", "probability": 0.7340087890625}, {"start": 698.13, 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"probability": 0.8228759765625}, {"start": 709.03, "end": 709.51, "word": " تسعة", "probability": 0.943359375}, {"start": 709.51, "end": 711.21, "word": " وعشرة", "probability": 0.6805419921875}, {"start": 711.21, "end": 719.13, "word": " لو", "probability": 0.50390625}, {"start": 719.13, "end": 719.55, "word": " حسبنا", "probability": 0.830078125}, {"start": 719.55, "end": 719.65, "word": " ال", "probability": 0.8427734375}, {"start": 719.65, "end": 719.87, "word": " factor", "probability": 0.36328125}, {"start": 719.87, "end": 720.03, "word": " of", "probability": 0.92138671875}, {"start": 720.03, "end": 720.25, "word": " safety", "probability": 0.93212890625}, {"start": 720.25, "end": 720.79, "word": " باستخدام", "probability": 0.8686930338541666}, {"start": 720.79, "end": 721.37, "word": " Godman", "probability": 0.725341796875}], "temperature": 1.0}, {"id": 26, "seek": 74742, "start": 723.94, "end": 747.42, "text": "فى استخدام قطبة نتأكد أولا شىء ان ال factor of safety أقل من واحد for infinite life ال NF طبعا انا عندي هنا ماتين sigma max و sigma minimum لما تحكوا ان عندي sigma mean سوى sigma max زي sigma minimum", "tokens": [5172, 7578, 44713, 9778, 3215, 10943, 12174, 9566, 49401, 8717, 2655, 10721, 4117, 3215, 5551, 12610, 995, 13412, 7578, 38207, 16472, 2423, 5952, 295, 4514, 5551, 4587, 1211, 9154, 36764, 24401, 337, 13785, 993, 2423, 13576, 23032, 3555, 3615, 995, 1975, 8315, 18871, 16254, 34105, 3714, 9307, 9957, 12771, 11469, 4032, 12771, 7285, 5296, 15042, 6055, 5016, 4117, 14407, 16472, 18871, 16254, 12771, 914, 8608, 2407, 7578, 12771, 11469, 30767, 1829, 12771, 7285], "avg_logprob": -0.369298988902891, "compression_ratio": 1.4787234042553192, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 723.94, "end": 724.26, "word": "فى", "probability": 0.49578857421875}, {"start": 724.26, "end": 724.84, "word": " استخدام", "probability": 0.9560546875}, {"start": 724.84, "end": 725.52, "word": " قطبة", "probability": 0.6370849609375}, {"start": 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infinite", "probability": 0.90234375}, {"start": 730.42, "end": 730.86, "word": " life", "probability": 0.9189453125}, {"start": 730.86, "end": 735.16, "word": " ال", "probability": 0.7861328125}, {"start": 735.16, "end": 735.7, "word": " NF", "probability": 0.27197265625}, {"start": 735.7, "end": 736.44, "word": " طبعا", "probability": 0.96435546875}, {"start": 736.44, "end": 736.6, "word": " انا", "probability": 0.701904296875}, {"start": 736.6, "end": 736.88, "word": " عندي", "probability": 0.813232421875}, {"start": 736.88, "end": 737.12, "word": " هنا", "probability": 0.5546875}, {"start": 737.12, "end": 737.96, "word": " ماتين", "probability": 0.5368245442708334}, {"start": 737.96, "end": 738.22, "word": " sigma", "probability": 0.66357421875}, {"start": 738.22, "end": 738.46, "word": " max", "probability": 0.9296875}, {"start": 738.46, "end": 738.56, "word": " و", "probability": 0.8681640625}, {"start": 738.56, "end": 738.76, "word": " sigma", "probability": 0.92626953125}, 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"word": " minimum", "probability": 0.96826171875}], "temperature": 1.0}, {"id": 27, "seek": 77041, "start": 749.23, "end": 770.41, "text": "على اتنين يعني هكون سوى ستين نقص عشرين على اتنين اربعين و ال sigma alternating سوى sigma max minus sigma minimum على اتنين عشرين", "tokens": [3615, 23942, 1975, 2655, 1863, 9957, 37495, 22653, 8032, 30544, 8608, 2407, 7578, 8608, 2655, 9957, 8717, 4587, 9381, 6225, 46309, 9957, 15844, 1975, 2655, 1863, 9957, 1975, 25513, 3615, 9957, 4032, 2423, 12771, 40062, 8608, 2407, 7578, 12771, 11469, 3175, 12771, 7285, 15844, 1975, 2655, 1863, 9957, 6225, 46309, 9957], "avg_logprob": -0.1443810133406749, "compression_ratio": 1.5483870967741935, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 749.23, "end": 749.57, "word": "على", "probability": 0.882080078125}, {"start": 749.57, "end": 749.95, "word": " اتنين", "probability": 0.9295654296875}, {"start": 749.95, "end": 750.25, "word": " يعني", "probability": 0.8271484375}, {"start": 750.25, "end": 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سوى", "probability": 0.8914388020833334}, {"start": 761.93, "end": 762.25, "word": " sigma", "probability": 0.444091796875}, {"start": 762.25, "end": 762.77, "word": " max", "probability": 0.95947265625}, {"start": 762.77, "end": 764.51, "word": " minus", "probability": 0.9541015625}, {"start": 764.51, "end": 764.95, "word": " sigma", "probability": 0.98095703125}, {"start": 764.95, "end": 765.45, "word": " minimum", "probability": 0.96533203125}, {"start": 765.45, "end": 767.73, "word": " على", "probability": 0.763671875}, {"start": 767.73, "end": 768.21, "word": " اتنين", "probability": 0.989013671875}, {"start": 768.21, "end": 770.41, "word": " عشرين", "probability": 0.9132486979166666}], "temperature": 1.0}, {"id": 28, "seek": 79531, "start": 777.33, "end": 795.31, "text": "هتكون ستين ناقص ناقص عشرين على اتنين بتطلع ايش اربعين KPSI فتلاحظوا هنا factor of safety NF هتكون", "tokens": [3224, 2655, 30544, 8608, 2655, 9957, 8717, 995, 4587, 9381, 8717, 995, 4587, 9381, 6225, 46309, 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"end": 963.34, "text": "في حالة ال godman هتصير عند الخط احنا حكينا ال standard godman اللي هي عند ال sigma alternating على SE زاد sigma M على SUT مستوا واحد هتصير", "tokens": [41185, 11331, 6027, 3660, 2423, 3044, 1601, 8032, 2655, 9381, 13546, 43242, 33962, 9566, 1975, 5016, 8315, 11331, 4117, 1829, 8315, 2423, 3832, 3044, 1601, 13672, 1829, 39896, 43242, 2423, 12771, 40062, 15844, 10269, 30767, 18513, 12771, 376, 15844, 318, 8709, 3714, 14851, 14407, 36764, 24401, 8032, 2655, 9381, 13546], "avg_logprob": -0.43351714517555984, "compression_ratio": 1.3972602739726028, "no_speech_prob": 0.0, "words": [{"start": 937.56, "end": 937.92, "word": "في", "probability": 0.4775390625}, {"start": 937.92, "end": 938.42, "word": " حالة", "probability": 0.97509765625}, {"start": 938.42, "end": 938.8, "word": " ال", "probability": 0.351318359375}, {"start": 938.8, "end": 939.52, "word": " godman", "probability": 0.39801025390625}, {"start": 939.52, "end": 942.66, "word": " هتصير", "probability": 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"end": 950.58, "word": " alternating", "probability": 0.947265625}, {"start": 950.58, "end": 951.94, "word": " على", "probability": 0.77001953125}, {"start": 951.94, "end": 952.54, "word": " SE", "probability": 0.65380859375}, {"start": 952.54, "end": 954.56, "word": " زاد", "probability": 0.77734375}, {"start": 954.56, "end": 955.2, "word": " sigma", "probability": 0.83740234375}, {"start": 955.2, "end": 956.0, "word": " M", "probability": 0.68408203125}, {"start": 956.0, "end": 956.98, "word": " على", "probability": 0.85107421875}, {"start": 956.98, "end": 957.6, "word": " SUT", "probability": 0.58642578125}, {"start": 957.6, "end": 959.04, "word": " مستوا", "probability": 0.2774454752604167}, {"start": 959.04, "end": 959.4, "word": " واحد", "probability": 0.88525390625}, {"start": 959.4, "end": 963.34, "word": " هتصير", "probability": 0.9554443359375}], "temperature": 1.0}, {"id": 35, "seek": 99058, "start": 965.2, "end": 990.58, "text": "هذا for infinite life for finite طب هتكون sigma a على sigma ar زاد sigma m على sut بساوة واحد هاي انا جاي من وين؟", "tokens": [3224, 15730, 337, 13785, 993, 337, 19362, 23032, 3555, 8032, 2655, 30544, 12771, 257, 15844, 12771, 594, 30767, 18513, 12771, 275, 15844, 43489, 4724, 3794, 995, 2407, 3660, 36764, 24401, 8032, 47302, 1975, 8315, 10874, 47302, 9154, 4032, 9957, 22807], "avg_logprob": -0.37671493320930294, "compression_ratio": 1.2892561983471074, "no_speech_prob": 0.0, "words": [{"start": 965.2, "end": 965.54, "word": "هذا", "probability": 0.90380859375}, {"start": 965.54, "end": 965.78, "word": " for", "probability": 0.93115234375}, {"start": 965.78, "end": 966.14, "word": " infinite", "probability": 0.93017578125}, {"start": 966.14, "end": 966.46, "word": " life", "probability": 0.892578125}, {"start": 966.46, "end": 966.7, "word": " for", "probability": 0.70654296875}, {"start": 966.7, "end": 966.94, "word": " finite", "probability": 0.689453125}, {"start": 966.94, "end": 967.08, "word": " طب", "probability": 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986.5, "word": " واحد", "probability": 0.830322265625}, {"start": 986.5, "end": 989.58, "word": " هاي", "probability": 0.494873046875}, {"start": 989.58, "end": 989.78, "word": " انا", "probability": 0.3636474609375}, {"start": 989.78, "end": 990.0, "word": " جاي", "probability": 0.92333984375}, {"start": 990.0, "end": 990.12, "word": " من", "probability": 0.986328125}, {"start": 990.12, "end": 990.58, "word": " وين؟", "probability": 0.8811848958333334}], "temperature": 1.0}, {"id": 36, "seek": 101819, "start": 993.75, "end": 1018.19, "text": "هذا الأول يعني هو sut هو se هذا infinite life ال load line بتاعي هي النقطة جاي عندي هنا هي sigma m وهي sigma a معناته خارج في ال factory safety أقل واحد انا اللي حاسبه هرسم line زي هيك", "tokens": [3224, 15730, 16247, 12610, 37495, 22653, 31439, 43489, 31439, 369, 23758, 13785, 993, 2423, 3677, 1622, 39894, 45761, 1829, 39896, 28239, 47432, 3660, 10874, 47302, 18871, 16254, 34105, 39896, 12771, 275, 37037, 1829, 12771, 257, 20449, 8315, 47395, 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1044.48, "end": 1044.94, "word": " واحد", "probability": 0.82666015625}, {"start": 1044.94, "end": 1045.54, "word": " minus", "probability": 0.93115234375}, {"start": 1045.54, "end": 1046.3, "word": " sigma", "probability": 0.94482421875}, {"start": 1046.3, "end": 1046.6, "word": " M", "probability": 0.9228515625}], "temperature": 1.0}, {"id": 38, "seek": 107531, "start": 1050.11, "end": 1075.31, "text": "على sut مظبوط يعني هتكون تساوي sut في sut minus sigma m صح؟معناته sigma ar", "tokens": [3615, 23942, 43489, 3714, 19913, 3555, 2407, 9566, 37495, 22653, 8032, 2655, 30544, 6055, 3794, 995, 45865, 43489, 8978, 43489, 3175, 12771, 275, 20328, 5016, 22807, 2304, 3615, 8315, 47395, 12771, 594], "avg_logprob": -0.29450757575757575, "compression_ratio": 1.1145833333333333, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 1050.11, "end": 1050.63, "word": "على", "probability": 0.89599609375}, {"start": 1050.63, "end": 1051.31, "word": " sut", "probability": 0.259521484375}, 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{"start": 1417.31, "end": 1417.63, "word": " B", "probability": 0.85595703125}, {"start": 1417.63, "end": 1419.11, "word": " minus", "probability": 0.9111328125}, {"start": 1419.11, "end": 1419.47, "word": " point", "probability": 0.96923828125}, {"start": 1419.47, "end": 1419.89, "word": " zero", "probability": 0.7216796875}, {"start": 1419.89, "end": 1420.65, "word": " تمانية", "probability": 0.9791666666666666}, {"start": 1420.65, "end": 1421.17, "word": " خمسة", "probability": 0.989013671875}], "temperature": 1.0}, {"id": 51, "seek": 145700, "start": 1439.3, "end": 1457.0, "text": "ماشي لإن في حالة Godman كانت عندي", "tokens": [2304, 33599, 1829, 5296, 28814, 1863, 8978, 11331, 6027, 3660, 1265, 1601, 25961, 2655, 18871, 16254], "avg_logprob": -0.39200367647058826, "compression_ratio": 0.9152542372881356, "no_speech_prob": 0.0, "words": [{"start": 1439.2999999999997, "end": 1440.6999999999998, "word": "ماشي", "probability": 0.9083658854166666}, {"start": 1440.6999999999998, "end": 1442.1, "word": " لإن", "probability": 0.683837890625}, {"start": 1442.1, "end": 1442.32, "word": " في", "probability": 0.86572265625}, {"start": 1442.32, "end": 1442.74, "word": " حالة", "probability": 0.9964192708333334}, {"start": 1442.74, "end": 1443.96, "word": " Godman", "probability": 0.5115966796875}, {"start": 1443.96, "end": 1456.66, "word": " كانت", "probability": 0.97509765625}, {"start": 1456.66, "end": 1457.0, "word": " عندي", "probability": 0.893798828125}], "temperature": 1.0}, {"id": 52, "seek": 148641, "start": 1462.49, "end": 1486.41, "text": "سيجما ايه على سيجما ايه reversible زائد سيجما ام على SUT بسواحد منها حسب السيجما ايه اه صح؟ بحالة مورا", "tokens": [3794, 1829, 7435, 15042, 1975, 1829, 3224, 15844, 8608, 1829, 7435, 15042, 1975, 1829, 3224, 44788, 30767, 16373, 3215, 8608, 1829, 7435, 15042, 1975, 2304, 15844, 318, 8709, 4724, 3794, 14407, 24401, 9154, 11296, 11331, 35457, 21136, 1829, 7435, 15042, 1975, 1829, 3224, 1975, 3224, 20328, 5016, 22807, 4724, 5016, 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"text": "بتساوي Sigma A S U T على S U T minus Sigma M صح؟ بظبط؟ وهي انا هتكلم عن دي برضه بحالها دي Sigma A R بساوي Sigma A", "tokens": [3555, 2655, 3794, 995, 45865, 36595, 316, 318, 624, 314, 15844, 318, 624, 314, 3175, 36595, 376, 20328, 5016, 22807, 4724, 19913, 3555, 9566, 22807, 37037, 1829, 1975, 8315, 8032, 2655, 4117, 19528, 18871, 11778, 1829, 4724, 43042, 3224, 4724, 5016, 6027, 11296, 11778, 1829, 36595, 316, 497, 4724, 3794, 995, 45865, 36595, 316], "avg_logprob": -0.29630682901902633, "compression_ratio": 1.296, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 1569.8500000000001, "end": 1570.69, "word": "بتساوي", "probability": 0.83955078125}, {"start": 1570.69, "end": 1571.53, "word": " Sigma", "probability": 0.346923828125}, {"start": 1571.53, "end": 1571.95, "word": " A", "probability": 0.53662109375}, {"start": 1571.95, "end": 1573.77, "word": " S", "probability": 0.3173828125}, {"start": 1573.77, "end": 1573.99, "word": " U", "probability": 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"end": 2160.45, "text": "اللي هو ال variable أو ال parameter ال parameter ال variable ده احكي ال symbol تبعه و ال unit طيب و ال", "tokens": [6027, 20292, 31439, 2423, 7006, 34051, 2423, 13075, 2423, 13075, 2423, 7006, 11778, 3224, 1975, 5016, 4117, 1829, 2423, 5986, 6055, 3555, 3615, 3224, 4032, 2423, 4985, 23032, 1829, 3555, 4032, 2423], "avg_logprob": -0.21827651515151514, "compression_ratio": 1.4479166666666667, "no_speech_prob": 0.0, "words": [{"start": 2135.07, "end": 2135.39, "word": "اللي", "probability": 0.837158203125}, {"start": 2135.39, "end": 2135.59, "word": " هو", "probability": 0.9873046875}, {"start": 2135.59, "end": 2135.91, "word": " ال", "probability": 0.90869140625}, {"start": 2135.91, "end": 2136.33, "word": " variable", "probability": 0.7646484375}, {"start": 2136.33, "end": 2136.63, "word": " أو", "probability": 0.69091796875}, {"start": 2136.63, "end": 2136.87, "word": " ال", "probability": 0.97265625}, {"start": 2136.87, "end": 2137.33, "word": " parameter", 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هو ال maximum stress دعكان as max unitly kpsi ستين ال minimum", "tokens": [3615, 1863, 16254, 13672, 1829, 31439, 2423, 6674, 4244, 11778, 3615, 4117, 7649, 382, 11469, 4985, 356, 350, 1878, 72, 8608, 2655, 9957, 2423, 7285], "avg_logprob": -0.3521634695621637, "compression_ratio": 1.0561797752808988, "no_speech_prob": 0.0, "words": [{"start": 2197.24, "end": 2197.6, "word": "عندي", "probability": 0.9669596354166666}, {"start": 2197.6, "end": 2197.72, "word": " اللي", "probability": 0.9296875}, {"start": 2197.72, "end": 2197.94, "word": " هو", "probability": 0.99462890625}, {"start": 2197.94, "end": 2198.54, "word": " ال", "probability": 0.9130859375}, {"start": 2198.54, "end": 2200.78, "word": " maximum", "probability": 0.90185546875}, {"start": 2200.78, "end": 2206.3, "word": " stress", "probability": 0.94921875}, {"start": 2206.3, "end": 2211.1, "word": " دعكان", "probability": 0.4986572265625}, {"start": 2211.1, "end": 2212.56, "word": " as", "probability": 0.2333984375}, {"start": 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"probability": 0.6668497721354166}, {"start": 2761.7, "end": 2762.14, "word": " كلهم", "probability": 0.98876953125}], "temperature": 1.0}, {"id": 92, "seek": 280397, "start": 2780.61, "end": 2803.97, "text": "هذه مورو التالتة هيش غيربار غيربار غيربار وهذه وهذه", "tokens": [3224, 24192, 3714, 13063, 2407, 16712, 6027, 2655, 3660, 39896, 8592, 32771, 13546, 3555, 9640, 32771, 13546, 3555, 9640, 32771, 13546, 3555, 9640, 37037, 24192, 37037, 24192], "avg_logprob": -0.34709821215697695, "compression_ratio": 1.492063492063492, "no_speech_prob": 0.0, "words": [{"start": 2780.61, "end": 2781.33, "word": "هذه", "probability": 0.634765625}, {"start": 2781.33, "end": 2781.69, "word": " مورو", "probability": 0.778076171875}, {"start": 2781.69, "end": 2782.25, "word": " التالتة", "probability": 0.8082275390625}, {"start": 2782.25, "end": 2782.57, "word": " هيش", "probability": 0.314208984375}, {"start": 2782.57, "end": 2784.45, "word": " غيربار", "probability": 0.736328125}, {"start": 2784.45, 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اللي هي شهد مورو سيجما ايه اللي هي هذه صح في سيجما اف هذه اه مية و تلاتين على على سيجما اف minus sigma M", "tokens": [3224, 15730, 8032, 2655, 30544, 6055, 3794, 995, 45865, 13672, 1829, 39896, 13412, 3224, 3215, 3714, 13063, 2407, 8608, 1829, 7435, 15042, 1975, 1829, 3224, 13672, 1829, 39896, 29538, 20328, 5016, 8978, 8608, 1829, 7435, 15042, 1975, 5172, 29538, 1975, 3224, 3714, 10632, 4032, 6055, 1211, 9307, 9957, 15844, 15844, 8608, 1829, 7435, 15042, 1975, 5172, 3175, 12771, 376], "avg_logprob": -0.29427082935969034, "compression_ratio": 1.5419847328244274, "no_speech_prob": 0.0, "words": [{"start": 2840.31, "end": 2840.61, "word": "هذا", "probability": 0.6387939453125}, {"start": 2840.61, "end": 2841.03, "word": " هتكون", "probability": 0.7420247395833334}, {"start": 2841.03, "end": 2841.63, "word": " تساوي", "probability": 0.902099609375}, {"start": 2841.63, "end": 2844.05, "word": " اللي", "probability": 0.45574951171875}, {"start": 2844.05, "end": 2844.23, "word": " هي", 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"text": "هذه طيب الجيربار على الجزر هذه صح؟ سجن A ليه هذه؟ على ال square root صح؟ لأ لأ مش فيها square root بحق ماينس تقريها هذه الجزر اللي هي فيه الأزمة", "tokens": [3224, 24192, 23032, 1829, 3555, 25724, 13546, 3555, 9640, 15844, 25724, 11622, 2288, 29538, 20328, 5016, 22807, 8608, 7435, 1863, 316, 32239, 3224, 29538, 22807, 15844, 2423, 3732, 5593, 20328, 5016, 22807, 5296, 10721, 5296, 10721, 37893, 8978, 11296, 3732, 5593, 4724, 5016, 4587, 19446, 9957, 3794, 6055, 4587, 16572, 11296, 29538, 25724, 11622, 2288, 13672, 1829, 39896, 8978, 3224, 16247, 11622, 46007], "avg_logprob": -0.4519043038599193, "compression_ratio": 1.6344827586206896, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 2876.1400000000003, "end": 2876.86, "word": "هذه", "probability": 0.5244140625}, {"start": 2876.86, "end": 2877.58, "word": " طيب", "probability": 0.8557942708333334}, {"start": 2877.58, "end": 2879.6, "word": " الجيربار", "probability": 0.5396728515625}, {"start": 2879.6, "end": 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{"start": 3455.85, "end": 3456.93, "word": " SUT", "probability": 0.7998046875}, {"start": 3456.93, "end": 3461.55, "word": " المحاضرة", "probability": 0.9876708984375}, {"start": 3461.55, "end": 3462.03, "word": " الجاي", "probability": 0.727783203125}, {"start": 3462.03, "end": 3462.85, "word": " هنحكي", "probability": 0.86796875}, {"start": 3462.85, "end": 3463.21, "word": " عن", "probability": 0.98388671875}, {"start": 3463.21, "end": 3464.81, "word": " fatigue", "probability": 0.9423828125}, {"start": 3464.81, "end": 3465.19, "word": " failure", "probability": 0.9287109375}, {"start": 3465.19, "end": 3465.51, "word": " for", "probability": 0.9482421875}, {"start": 3465.51, "end": 3465.99, "word": " brittle", "probability": 0.98583984375}, {"start": 3465.99, "end": 3468.15, "word": " materials", "probability": 0.79541015625}], "temperature": 1.0}, {"id": 114, "seek": 349267, "start": 3470.27, "end": 3492.67, "text": "بعدين هنحكي عن ال .. ال combined loading، احنا حتى ماحكيناش عن 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3470.69, "end": 3471.09, "word": " هنحكي", "probability": 0.90634765625}, {"start": 3471.09, "end": 3471.31, "word": " عن", "probability": 0.98974609375}, {"start": 3471.31, "end": 3473.23, "word": " ال", "probability": 0.91943359375}, {"start": 3473.23, "end": 3473.93, "word": " ..", "probability": 0.483154296875}, {"start": 3473.93, "end": 3474.63, "word": " ال", "probability": 0.55224609375}, {"start": 3474.63, "end": 3474.95, "word": " combined", "probability": 0.33349609375}, {"start": 3474.95, "end": 3475.49, "word": " loading،", "probability": 0.6141357421875}, {"start": 3475.49, "end": 3475.63, "word": " احنا", "probability": 0.9226888020833334}, {"start": 3475.63, "end": 3475.91, "word": " حتى", "probability": 0.8505859375}, {"start": 3475.91, "end": 3476.41, "word": " ماحكيناش", "probability": 0.7987467447916666}, {"start": 3476.41, "end": 3476.51, "word": " عن", "probability": 0.943359375}, {"start": 3476.51, "end": 3476.77, "word": " combined", "probability": 0.77099609375}, {"start": 3476.77, "end": 3477.99, "word": " loading،", "probability": 0.7568359375}, {"start": 3477.99, "end": 3478.25, "word": " انه", "probability": 0.429443359375}, {"start": 3478.25, "end": 3478.37, "word": " يكون", "probability": 0.8125}, {"start": 3478.37, "end": 3478.37, "word": " ..", "probability": 0.66015625}, {"start": 3478.37, "end": 3478.73, "word": " يكون", "probability": 0.965087890625}, {"start": 3478.73, "end": 3480.17, "word": " عنده", "probability": 0.704833984375}, {"start": 3480.17, "end": 3481.09, "word": " اي", "probability": 0.681396484375}, {"start": 3481.09, "end": 3481.69, "word": " combination", "probability": 0.755859375}, {"start": 3481.69, "end": 3482.05, "word": " من", "probability": 0.9951171875}, {"start": 3482.05, "end": 3482.23, "word": " ال", "probability": 0.9755859375}, {"start": 3482.23, "end": 3482.61, "word": " bending", "probability": 0.904296875}, {"start": 3482.61, "end": 3482.93, "word": " و", "probability": 0.8515625}, {"start": 3482.93, "end": 3483.07, "word": " ال", "probability": 0.8955078125}, {"start": 3483.07, "end": 3483.71, "word": " torsion", "probability": 0.97119140625}, {"start": 3483.71, "end": 3484.05, "word": " و", "probability": 0.98388671875}, {"start": 3484.05, "end": 3484.29, "word": " ال", "probability": 0.98291015625}, {"start": 3484.29, "end": 3484.75, "word": " axial", "probability": 0.369873046875}, {"start": 3484.75, "end": 3485.19, "word": " و", "probability": 0.990234375}, {"start": 3485.19, "end": 3485.31, "word": " ال", "probability": 0.89990234375}, {"start": 3485.31, "end": 3485.79, "word": " transverse", "probability": 0.4747314453125}, {"start": 3485.79, "end": 3486.15, "word": " shear،", "probability": 0.69384765625}, {"start": 3486.15, "end": 3486.41, "word": " ممكن", "probability": 0.9619140625}, {"start": 3486.41, "end": 3486.59, "word": " اي", "probability": 0.65771484375}, {"start": 3486.59, "end": 3486.63, "word": " ..", "probability": 0.57958984375}, {"start": 3486.63, "end": 3486.75, "word": " يكون", "probability": 0.944580078125}, {"start": 3486.75, "end": 3486.91, "word": " اي", "probability": 0.896240234375}, {"start": 3486.91, "end": 3487.55, "word": " combination،", "probability": 0.853515625}, {"start": 3487.55, "end": 3488.43, "word": " كيف", "probability": 0.99169921875}, {"start": 3488.43, "end": 3489.11, "word": " نتعامل", "probability": 0.99130859375}, {"start": 3489.11, "end": 3489.25, "word": " مع", "probability": 0.9951171875}, {"start": 3489.25, "end": 3489.55, "word": " الحالة", "probability": 0.9612630208333334}, {"start": 3489.55, "end": 3491.65, "word": " هذه؟", "probability": 0.42724609375}, {"start": 3491.65, "end": 3492.11, "word": " يعني،", "probability": 0.5945638020833334}, {"start": 3492.11, "end": 3492.39, "word": " تاكلوا", "probability": 0.70880126953125}, {"start": 3492.39, "end": 3492.67, "word": " عافية", "probability": 0.9129231770833334}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..b91a65eab9bdfbd9eac4152cd76366a20891807b
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/kN_n54kCFcM_raw.srt
@@ -0,0 +1,1720 @@
+1
+00:00:05,040 --> 00:00:07,140
+طيب بسم الله الرحمن الرحيم السلام عليكم و رحمة
+
+2
+00:00:07,140 --> 00:00:11,420
+الله و بركاته و هنكمل في بداية تصميم الآلات واحد،
+
+3
+00:00:11,420 --> 00:00:14,580
+المره فهتكون نحكي عن ال fatigue failure criterion،
+
+4
+00:00:14,580 --> 00:00:19,620
+حكينا عن ال Godman، ال Gerber، ال Soderberg، ال
+
+5
+00:00:19,620 --> 00:00:23,320
+asthma, ال Leptic، ال Morrow و ال Smith-Watson
+
+6
+00:00:23,320 --> 00:00:30,620
+-Tober methodحلنا example شوفنا كيف ممكن نحل
+
+7
+00:00:30,620 --> 00:00:34,120
+graphically كيف نميز بين ال fatigue factor of
+
+8
+00:00:34,120 --> 00:00:38,440
+safety وال yield factor of safety اليوم هنكمل في
+
+9
+00:00:38,440 --> 00:00:42,300
+ما يسمى ال constant life care خليني أجرب ان احكي
+
+10
+00:00:42,300 --> 00:00:51,840
+ال constant life care نرجع لشكل سابقا شكل
+
+11
+00:00:51,840 --> 00:00:52,140
+هذا
+
+12
+00:00:58,100 --> 00:01:01,560
+طبعا هذا ال .. ال fluctuating stress diagram في
+
+13
+00:01:01,560 --> 00:01:08,960
+حالة هذا ال .. هذا ال line جاي بين s, u, t و
+
+14
+00:01:08,960 --> 00:01:14,400
+السيادة في حالة ايه؟ Godman، مظبوط؟ و هذا ال yield
+
+15
+00:01:14,400 --> 00:01:22,360
+line جاي بين s, y و s, y طبعا هذا ال line it is
+
+16
+00:01:22,360 --> 00:01:27,750
+based on infinite life يعني مليون cycle فأكثرلأن
+
+17
+00:01:27,750 --> 00:01:35,270
+في المنطقة هذه عندي infinite life، في المنطقة هذه
+
+18
+00:01:35,270 --> 00:01:41,350
+finite life، هين less than واحد، يعني one reversal
+
+19
+00:01:41,350 --> 00:01:48,790
+بيعيش، لأن في حالة كان احنا لو بنيجي الحل نفترض ان
+
+20
+00:01:48,790 --> 00:01:52,330
+انا infinite life و حسبنا ال fact .. ال fatigue
+
+21
+00:01:52,330 --> 00:01:58,300
+factor كان اقل من واحدةطلاق الواحد معناته مش
+
+22
+00:01:58,300 --> 00:02:04,180
+infinite life معناته finite life هنشوف كيف بنحل في
+
+23
+00:02:04,180 --> 00:02:09,260
+الحالة هذه يعني
+
+24
+00:02:09,260 --> 00:02:15,100
+هذا ال curve هذا experimental و جاء عند اللي اللي
+
+25
+00:02:15,100 --> 00:02:20,580
+هو ال burger جاء بين ال sut و ال sa صح هتمثل مليون
+
+26
+00:02:20,580 --> 00:02:23,900
+عشر أقل ستة cycle
+
+27
+00:02:25,820 --> 00:02:35,240
+احنا حاكينا في ال constant life curve اذا
+
+28
+00:02:35,240 --> 00:02:42,120
+لو ثبتنا يعني حاكينا انه ثبتنا ال main stress
+
+29
+00:02:42,120 --> 00:02:42,840
+level
+
+30
+00:02:49,760 --> 00:02:55,840
+إذا بدخل في البنطقة هذه ال part هعيش عمر أقل هعيش
+
+31
+00:02:55,840 --> 00:02:59,860
+عمر أقل يعني لأن الارتفاع ده ال life اشمالها بتقل
+
+32
+00:02:59,860 --> 00:03:05,180
+صح بشيل ال talented status level أعلى بس بيعيشش
+
+33
+00:03:05,180 --> 00:03:11,300
+infinite بيعيشش infinite معناته احنا اللي بنا
+
+34
+00:03:11,300 --> 00:03:11,940
+نسويه
+
+35
+00:03:14,770 --> 00:03:17,230
+لما نكون عنده finite life يعني ال factor of safety
+
+36
+00:03:17,230 --> 00:03:21,550
+بتاع ال NF طلع أقل من واحد معناته خلاص it is
+
+37
+00:03:21,550 --> 00:03:27,250
+finite life احنا في البداية لما كانت infinite life
+
+38
+00:03:27,250 --> 00:03:31,210
+كانت based على نقطة تين نقطة هين و نقطة هين ال
+
+39
+00:03:31,210 --> 00:03:35,550
+filler line نقطة هذه اللي هي sut و صفر و هذه صفر و
+
+40
+00:03:35,550 --> 00:03:46,150
+se لأن لو كانت finite lifeلو نخد اللي هو Godman
+
+41
+00:03:46,150 --> 00:03:50,810
+مثلا هعندي
+
+42
+00:03:50,810 --> 00:03:56,750
+S U T هد
+
+43
+00:03:56,750 --> 00:04:08,070
+S E هد ايش Infinite Life لو
+
+44
+00:04:08,070 --> 00:04:11,770
+كانت عندى Sigma A هاي ال word line
+
+45
+00:04:14,910 --> 00:04:23,170
+كانت عندي هي ال sigma a هنحطها هنا هذه هي sigma m
+
+46
+00:04:23,170 --> 00:04:27,410
+وهذه
+
+47
+00:04:27,410 --> 00:04:33,110
+ايش ال sigma alternative يعني ال actual status
+
+48
+00:04:33,110 --> 00:04:44,070
+stress واقع برا معناته ال SM هي هذه وهذه
+
+49
+00:04:45,220 --> 00:04:51,160
+الاس ايه الاس ام هتكون اقل من السجن ام والاس ايه
+
+50
+00:04:51,160 --> 00:04:53,560
+اقل من السجن ام معناته ال factor اللي صيرت هيكون
+
+51
+00:04:53,560 --> 00:04:57,760
+ايه اش واحد صح لان ال factor اللي صيرت ان بالساوية
+
+52
+00:04:57,760 --> 00:05:07,500
+بالساوية اس ام على السجن ام بالساوية اس ايه على
+
+53
+00:05:07,500 --> 00:05:13,760
+السجن ايه معناته هذه ايه finite life ايه اللي
+
+54
+00:05:13,760 --> 00:05:14,400
+هسويه انا
+
+55
+00:05:17,670 --> 00:05:22,390
+I will define failure
+
+56
+00:05:22,390 --> 00:05:27,450
+line في حالة هذا good man for finite life دي اعتبر
+
+57
+00:05:27,450 --> 00:05:33,230
+انه هذه نقطة failure معناته الجيربر او ال ال ال
+
+58
+00:05:33,230 --> 00:05:40,470
+good man بيمر فيها هذا
+
+59
+00:05:40,470 --> 00:05:46,370
+هذا هيكون عنده هنا sigma alternating
+
+60
+00:05:52,500 --> 00:05:55,840
+reversible if I apply a sigma to reverse هذه ال
+
+61
+00:05:55,840 --> 00:06:01,320
+value هعيش عمر محدد هيعيش عمر محدد يعني انا بوجد
+
+62
+00:06:01,320 --> 00:06:10,060
+انا equivalent alternating reverse stress انه ال
+
+63
+00:06:10,060 --> 00:06:13,580
+Godman line اللي حكيت ال Godman line هيكون جاي بين
+
+64
+00:06:13,580 --> 00:06:16,220
+تلت نقاط النقطة هذه
+
+65
+00:06:19,320 --> 00:06:30,720
+SUT و صفر هذا النقطة اللي هي Sigma M و Sigma
+
+66
+00:06:30,720 --> 00:06:36,320
+Alternating اللي حققتنا و هذي هتكون completely
+
+67
+00:06:36,320 --> 00:06:45,160
+reversed stress هذي هتكون صفر و Sigma Alternating
+
+68
+00:06:45,160 --> 00:06:50,420
+Reversalهي عند الخط جاي بين تلت دقات بقدر اوجد ايش
+
+69
+00:06:50,420 --> 00:06:56,180
+معادلته يعني هتكون عندى اعتبرت هذا النقطة الاولى
+
+70
+00:06:56,180 --> 00:07:05,160
+هذا النقطة التانية هذا النقطة التالته هتكون عندى
+
+71
+00:07:05,160 --> 00:07:12,260
+نين نقص واحد على على تلتة نقص واحد صح يعني هتكون
+
+72
+00:07:12,260 --> 00:07:21,470
+عندى sigma a minus zeroعلى ال sigma M minus S U T
+
+73
+00:07:21,470 --> 00:07:35,330
+بتساوي ال sigma A R minus Zero على
+
+74
+00:07:35,330 --> 00:07:38,210
+Zero minus S U T
+
+75
+00:07:42,460 --> 00:07:49,040
+يعني انا هاكول اندي sigma a على sigma m minus sut
+
+76
+00:07:49,040 --> 00:07:58,600
+بيستوى sigma ar على
+
+77
+00:07:58,600 --> 00:08:03,320
+minus sut هادي simplify هتصير معادلة جدب الأصلية
+
+78
+00:08:03,320 --> 00:08:07,200
+ايه؟ش هي كانت معادلة الأصلية اللي هي واحد او
+
+79
+00:08:10,550 --> 00:08:18,850
+السيجما اي عال اس اي زائد سيجما ام عال اس يو تي بس
+
+80
+00:08:18,850 --> 00:08:25,710
+هو حين بيصير عندى سيجما اي ار سيجما اي عال سيجما
+
+81
+00:08:25,710 --> 00:08:34,470
+اي ار بديل الاس اي زائد سيجما ام عال
+
+82
+00:08:34,470 --> 00:08:44,060
+اس يو تيبس او واحد هيك
+
+83
+00:08:44,060 --> 00:08:48,240
+بتصير شكل المعادل انا جيبت انا equivalent
+
+84
+00:08:48,240 --> 00:08:54,860
+alternating reversed stress وهو هتمثل ال failure
+
+85
+00:08:54,860 --> 00:08:59,520
+بعد ما انا بحسب ال sigma هذه alternating reversal
+
+86
+00:08:59,520 --> 00:09:04,280
+بجي
+
+87
+00:09:04,280 --> 00:09:06,960
+المعادل اللي هي sigma
+
+88
+00:09:08,600 --> 00:09:11,860
+alternating reverser اللي هي جاية من ال sf اذا
+
+89
+00:09:11,860 --> 00:09:22,100
+فاكرين سواء a n قص b صح؟ بعدين بحسب ال a سواء f s
+
+90
+00:09:22,100 --> 00:09:31,420
+u t الكل تربيع على s e و ال b سواء ناقص واحد ع
+
+91
+00:09:31,420 --> 00:09:43,730
+تلاتة log ال f s u tعلى ال S A ومنها
+
+92
+00:09:43,730 --> 00:09:48,930
+بجهز بحكي ان ال N ال number of cycles to failure
+
+93
+00:09:48,930 --> 00:09:53,870
+بالساوية
+
+94
+00:09:53,870 --> 00:10:02,890
+سيجما A R على A أس واحد على B
+
+95
+00:10:07,700 --> 00:10:32,280
+هذا في حال اطلع finite life شوف من خلال مثال a
+
+96
+00:10:32,280 --> 00:10:35,760
+steel
+
+97
+00:10:35,760 --> 00:10:36,140
+bar
+
+98
+00:10:39,900 --> 00:10:43,600
+undergoes cyclic loading such that sigma max
+
+99
+00:10:43,600 --> 00:10:47,100
+بالساوية عند ال steel bar حليف cyclic loading
+
+100
+00:10:47,100 --> 00:10:52,260
+sigma max بالساوية
+
+101
+00:10:52,260 --> 00:10:59,100
+ستين KPSI
+
+102
+00:10:59,100 --> 00:11:05,440
+والسيكبا minimum سبعين عشرين KPSI
+
+103
+00:11:09,140 --> 00:11:14,860
+for the material ال material عند ال SUT المعطنين
+
+104
+00:11:14,860 --> 00:11:22,360
+هي التمانين KPSI
+
+105
+00:11:22,360 --> 00:11:25,960
+وال
+
+106
+00:11:25,960 --> 00:11:32,400
+S Y KPSI
+
+107
+00:11:32,400 --> 00:11:39,670
+ومعطن واشفار correctedendurance limit ماعطيني S A
+
+108
+00:11:39,670 --> 00:11:43,350
+بسواة
+
+109
+00:11:43,350 --> 00:11:59,130
+أربعين K P S I وماعطيني F بسواة تسعة وعشرة لو
+
+110
+00:11:59,130 --> 00:12:01,370
+حسبنا ال factor of safety باستخدام Godman
+
+111
+00:12:03,940 --> 00:12:08,340
+فى استخدام قطبة نتأكد أولا شىء ان ال factor of
+
+112
+00:12:08,340 --> 00:12:15,160
+safety أقل من واحد for infinite life ال
+
+113
+00:12:15,160 --> 00:12:18,760
+NF طبعا انا عندي هنا ماتين sigma max و sigma
+
+114
+00:12:18,760 --> 00:12:24,720
+minimum لما تحكوا ان عندي sigma mean سوى sigma max
+
+115
+00:12:24,720 --> 00:12:31,890
+زي sigma minimumعلى اتنين يعني هكون سوى ستين نقص
+
+116
+00:12:31,890 --> 00:12:39,510
+عشرين على اتنين اربعين و
+
+117
+00:12:39,510 --> 00:12:44,950
+ال sigma alternating سوى sigma max minus sigma
+
+118
+00:12:44,950 --> 00:12:50,410
+minimum على اتنين عشرين
+
+119
+00:12:57,330 --> 00:13:05,190
+هتكون ستين ناقص ناقص عشرين على اتنين بتطلع ايش
+
+120
+00:13:05,190 --> 00:13:15,310
+اربعين KPSI فتلاحظوا هنا factor of safety NF هتكون
+
+121
+00:13:17,360 --> 00:13:24,560
+في استخدام Godman Sigma A على S A زائد Sigma M على
+
+122
+00:13:24,560 --> 00:13:31,300
+S و T وصناعقص واحد يعني هكون اللي هو اربعين على
+
+123
+00:13:31,300 --> 00:13:39,140
+اربعين زائد عشرين على على
+
+124
+00:13:39,140 --> 00:13:46,710
+تمانين وصناعقص واحد يعني هذه هتكون واحدزي اضرب
+
+125
+00:13:46,710 --> 00:13:54,070
+واحد روانا اقل من واحد تمانية من عشرة اقل من واحد
+
+126
+00:13:54,070 --> 00:14:02,150
+معناته اندي finite life لو فحصت بالطرق التانية
+
+127
+00:14:02,150 --> 00:14:04,790
+هتطلع نفس الاشياء مش هيطلع نفس ال faculty بس هيطلع
+
+128
+00:14:04,790 --> 00:14:10,390
+كله اقل من واحد معناته
+
+129
+00:14:10,390 --> 00:14:12,790
+بيدي اوجد equivalent
+
+130
+00:14:18,620 --> 00:14:28,920
+في ال criteria صح نفحص
+
+131
+00:14:28,920 --> 00:14:37,020
+في السوداربيرج طيب وين السوداربيرج في السوداربيرج
+
+132
+00:14:37,020 --> 00:14:50,760
+هي السودابرج هكون الان هتكون تساوي اللي
+
+133
+00:14:50,760 --> 00:14:59,540
+هي هتكون اربعين على اكم اربعين
+
+134
+00:14:59,540 --> 00:15:05,840
+على اربعين زائد عشرين على
+
+135
+00:15:07,670 --> 00:15:12,390
+أسوية كامة على خمس ستين يعني هتطلع أصغر من كامة دي
+
+136
+00:15:12,390 --> 00:15:19,450
+و ناقص واحد و هنا حكينا ان سودربرج ultra
+
+137
+00:15:19,450 --> 00:15:23,190
+conservative يعني conservative أكتر من من سودربرج
+
+138
+00:15:23,190 --> 00:15:26,570
+أكم
+
+139
+00:15:26,570 --> 00:15:32,230
+تطلع point سبعة ستة
+
+140
+00:15:37,560 --> 00:15:42,660
+في حالة ال godman هتصير
+
+141
+00:15:42,660 --> 00:15:49,280
+عند الخط احنا حكينا ال standard godman اللي هي عند
+
+142
+00:15:49,280 --> 00:15:57,600
+ال sigma alternating على SE زاد sigma M على SUT
+
+143
+00:15:57,600 --> 00:16:03,340
+مستوا واحد هتصير
+
+144
+00:16:05,200 --> 00:16:10,440
+هذا for infinite life for finite طب هتكون sigma a
+
+145
+00:16:10,440 --> 00:16:15,080
+على
+
+146
+00:16:15,080 --> 00:16:29,580
+sigma ar زاد sigma m على sut بساوة واحد هاي
+
+147
+00:16:29,580 --> 00:16:30,580
+انا جاي من وين؟
+
+148
+00:16:33,750 --> 00:16:38,990
+هذا الأول يعني هو sut هو
+
+149
+00:16:38,990 --> 00:16:43,930
+se هذا infinite life ال load line بتاعي هي النقطة
+
+150
+00:16:43,930 --> 00:16:54,590
+جاي عندي هنا هي sigma m وهي sigma a معناته خارج في
+
+151
+00:16:54,590 --> 00:16:57,370
+ال factory safety أقل واحد انا اللي حاسبه هرسم
+
+152
+00:16:57,370 --> 00:16:58,190
+line زي هيك
+
+153
+00:17:01,480 --> 00:17:07,900
+هذه هسميها sigma ايش AR عشان هي أنا بدلت هذه AR
+
+154
+00:17:07,900 --> 00:17:12,900
+يعني
+
+155
+00:17:12,900 --> 00:17:20,040
+هكون دي sigma A sigma
+
+156
+00:17:20,040 --> 00:17:26,600
+A على sigma AR سوى واحد minus sigma M
+
+157
+00:17:30,110 --> 00:17:35,170
+على sut مظبوط
+
+158
+00:17:35,170 --> 00:17:38,390
+يعني
+
+159
+00:17:38,390 --> 00:17:43,010
+هتكون تساوي sut
+
+160
+00:17:43,010 --> 00:17:54,370
+في sut minus sigma m صح؟معناته
+
+161
+00:17:54,370 --> 00:17:55,310
+sigma ar
+
+162
+00:17:57,960 --> 00:18:08,740
+هتكون تساوي sigma a في sut على sut minus sigma m
+
+163
+00:18:08,740 --> 00:18:13,120
+انا
+
+164
+00:18:13,120 --> 00:18:20,920
+بساطة بمعادلة بس يعني احسن عندي ال sigma a اللي هي
+
+165
+00:18:20,920 --> 00:18:25,640
+عندي اربعين sigma
+
+166
+00:18:25,640 --> 00:18:34,820
+a اللي هي اربعينفي ال SUT اللي هي تمانين على ال
+
+167
+00:18:34,820 --> 00:18:40,300
+SUT اللي هي تمانين
+
+168
+00:18:40,300 --> 00:18:50,420
+minus sigma M عشرين أكم تطلع يعني اربعين في تمانين
+
+169
+00:18:50,420 --> 00:18:52,260
+على ستين صح تلاتة و خمسين
+
+170
+00:18:56,830 --> 00:19:06,950
+كي بي اس اي حاجة
+
+171
+00:19:06,950 --> 00:19:14,590
+احسب ان number of cycles to failure بالساوية واحد
+
+172
+00:19:14,590 --> 00:19:16,550
+على ايه
+
+173
+00:19:24,560 --> 00:19:29,840
+عندكوا في الأساس هتكون سيجما a reversible سواء a
+
+174
+00:19:29,840 --> 00:19:40,540
+في n قص بي صح؟ مظبوط؟ يعني ال n هتكون سيجما ar على
+
+175
+00:19:40,540 --> 00:19:46,520
+a قص واحد على b صح؟معناته
+
+176
+00:19:46,520 --> 00:19:56,980
+هنحسب ال a ال a اللي هي FSUT الكل تربيع على SA
+
+177
+00:19:56,980 --> 00:20:08,300
+يعني هيكون تسعة من عشرة في تمانين مظبوط على أربعين
+
+178
+00:20:08,300 --> 00:20:11,780
+ال
+
+179
+00:20:11,780 --> 00:20:18,340
+SA أربعين صح؟ يعني اتنين في one point one point
+
+180
+00:20:18,340 --> 00:20:30,490
+eight صح؟هو فيه تربيع تقريبا تربيع ع كام؟ مية
+
+181
+00:20:30,490 --> 00:20:47,530
+وتسعة و عشرين point ستة عدل A ال B ناقص تلت log ال
+
+182
+00:20:51,870 --> 00:20:59,810
+الـ F S U T على S إيه يعني هتكون ناقص تلت ال log
+
+183
+00:20:59,810 --> 00:21:11,170
+اللي هي تسعة من عشرة في تمانين على أربعين minus
+
+184
+00:21:11,170 --> 00:21:18,470
+سفر تمانية خمسة معناته ال number cycles the
+
+185
+00:21:18,470 --> 00:21:18,810
+failure
+
+186
+00:21:21,690 --> 00:21:25,250
+ماهو الساوية السيجما اي ا ر احنا طالع على تلات و
+
+187
+00:21:25,250 --> 00:21:31,110
+خمسين point تلات و تلاتين على ايه اللي هو مية و
+
+188
+00:21:31,110 --> 00:21:39,130
+تسعة و عشرين point ستة اص واحد على minus point
+
+189
+00:21:39,130 --> 00:21:40,650
+zero تمانية خمسة
+
+190
+00:21:53,190 --> 00:22:00,630
+اربع تلاتين اربع
+
+191
+00:22:00,630 --> 00:22:05,030
+ميت الف سايكل صح؟
+
+192
+00:22:05,030 --> 00:22:19,670
+ما
+
+193
+00:22:19,670 --> 00:22:20,390
+زلت الرقم؟
+
+194
+00:22:24,980 --> 00:22:28,700
+طيب احنا كل الحسبات في كل بقدرة طريقة .. يعني هذه
+
+195
+00:22:28,700 --> 00:22:32,160
+كلها sigma max, sigma minimum, s, u, t, s, y, s,
+
+196
+00:22:32,220 --> 00:22:38,340
+e, f, sigma m, sigma a كلها شغلات إيش؟ ثوابت
+
+197
+00:22:40,700 --> 00:22:50,740
+و ال .. ال a ثابتة و ال b ثابت بس تختلف ايش طريقة
+
+198
+00:22:50,740 --> 00:22:57,440
+حساب ال sigma ar تختلف طريقة حساب ال sigma ar يعني
+
+199
+00:22:57,440 --> 00:23:05,360
+خليني أنا ألخص المسألة يعني
+
+200
+00:23:05,360 --> 00:23:09,100
+عند ال sigma مين؟ عشرين و أربعين
+
+201
+00:23:13,230 --> 00:23:18,950
+هذه عشرين واربعين
+
+202
+00:23:18,950 --> 00:23:23,850
+وعند
+
+203
+00:23:23,850 --> 00:23:30,570
+ال A ال
+
+204
+00:23:30,570 --> 00:23:39,890
+A مية وتسعة عشرين point ستة وال B minus point zero
+
+205
+00:23:39,890 --> 00:23:41,170
+تمانية خمسة
+
+206
+00:23:59,300 --> 00:24:16,660
+ماشي لإن في حالة Godman كانت
+
+207
+00:24:16,660 --> 00:24:17,000
+عندي
+
+208
+00:24:22,490 --> 00:24:26,890
+سيجما ايه على
+
+209
+00:24:26,890 --> 00:24:35,370
+سيجما ايه reversible زائد سيجما ام على
+
+210
+00:24:35,370 --> 00:24:42,950
+SUT بسواحد منها حسب السيجما ايه اه صح؟
+
+211
+00:24:42,950 --> 00:24:46,410
+بحالة مورا
+
+212
+00:25:10,230 --> 00:25:21,490
+سيجما ايه على
+
+213
+00:25:21,490 --> 00:25:28,150
+سيجما اي ار زائد
+
+214
+00:25:28,150 --> 00:25:32,690
+سيجما ام على
+
+215
+00:25:32,690 --> 00:25:37,830
+سيجما اف prime او bar تقريبا
+
+216
+00:25:40,650 --> 00:26:03,770
+بتساوي ايش واحد وهذه
+
+217
+00:26:03,770 --> 00:26:18,110
+كان منها طلع ال sigma arبتساوي Sigma A S U T على S
+
+218
+00:26:18,110 --> 00:26:26,570
+U T minus Sigma M صح؟
+
+219
+00:26:26,570 --> 00:26:30,470
+بظبط؟
+
+220
+00:26:30,470 --> 00:26:37,410
+وهي انا هتكلم عن دي برضه بحالها دي Sigma A R بساوي
+
+221
+00:26:37,410 --> 00:26:48,290
+Sigma ASigma F prime على Sigma F prime minus Sigma
+
+222
+00:26:48,290 --> 00:26:56,690
+M نفس شكل المعادلة هذه انا بطلع الشكل بطلع شكل
+
+223
+00:26:56,690 --> 00:27:08,630
+المعادلة بقابلها محاكرة هذه مارو جيربار
+
+224
+00:27:23,450 --> 00:27:29,130
+هتكون دي sigma a على
+
+225
+00:27:29,130 --> 00:27:34,070
+sigma ar زائد
+
+226
+00:27:34,070 --> 00:27:37,310
+sigma
+
+227
+00:27:37,310 --> 00:27:41,130
+m على
+
+228
+00:27:41,130 --> 00:27:51,470
+sut كل تربيع ساو واحد تطلع
+
+229
+00:27:51,470 --> 00:27:52,390
+sigma ar
+
+230
+00:27:58,580 --> 00:28:08,740
+بتساوي يعني انا هجيب واحد داقص اه
+
+231
+00:28:08,740 --> 00:28:19,060
+هتكون sigma ar هتكون ساوى sigma a على واحد minus
+
+232
+00:28:19,060 --> 00:28:30,040
+sigma mعلى SUT كل ترب يعني مظبوط
+
+233
+00:28:30,040 --> 00:28:39,220
+طيب هذا بالنسبة ل GearBar بالنسبة
+
+234
+00:28:39,220 --> 00:28:40,100
+ل Soderberg
+
+235
+00:28:49,550 --> 00:28:55,130
+هكون عندى sigma a
+
+236
+00:28:55,130 --> 00:29:09,570
+على sigma a reversible زائد sigma m على sy ساوى
+
+237
+00:29:09,570 --> 00:29:16,910
+واحد بالظبط يعني sigma m هتكون sigma ar
+
+238
+00:29:20,870 --> 00:29:37,830
+هتساوي Sigma A S Y على S Y minus Sigma M الأزمة
+
+239
+00:29:37,830 --> 00:29:37,830
+هكون
+
+240
+00:29:53,510 --> 00:30:08,630
+سيجما A على سيجما AR الكل تربيع زاد سيجما M على SY
+
+241
+00:30:08,630 --> 00:30:17,870
+الكل تربيع سوى واحد يعني السيجما AR هتكون
+
+242
+00:30:17,870 --> 00:30:18,450
+تساوي
+
+243
+00:30:22,180 --> 00:30:28,020
+هيكون عندى تحت واحد
+
+244
+00:30:28,020 --> 00:30:41,520
+minus sigma M على SY الكل تربيع اضرب
+
+245
+00:30:41,520 --> 00:30:46,260
+في ال ..
+
+246
+00:30:46,260 --> 00:30:51,180
+هتكون sigma A و هنا جدرى
+
+247
+00:30:55,210 --> 00:31:06,070
+صح؟ هاد الأزمة طيب
+
+248
+00:31:06,070 --> 00:31:09,830
+ال
+
+249
+00:31:09,830 --> 00:31:18,950
+.. ال smith watson topper smith watson topper
+
+250
+00:31:21,660 --> 00:31:30,580
+Quant اللي هي بدل SE بيصير Sigma AR Sigma AR
+
+251
+00:31:30,580 --> 00:31:36,820
+لكن في المحاضرة اللي فاتحقتلكوا أنا انه usually
+
+252
+00:31:36,820 --> 00:31:41,320
+بيستخدموا Smith Watson في ال .. في ال ايه؟ في ال
+
+253
+00:31:41,320 --> 00:31:47,630
+finite life تعاملوا معاها أسهلتطلع طول S Sigma A R
+
+254
+00:31:47,630 --> 00:31:51,710
+يعني نفس المعادلة بشكل مماشي بالساوية جزر التربية
+
+255
+00:31:51,710 --> 00:31:55,670
+Sigma
+
+256
+00:31:55,670 --> 00:32:02,050
+M زائد
+
+257
+00:32:02,050 --> 00:32:09,630
+Sigma A Sigma
+
+258
+00:32:09,630 --> 00:32:10,070
+A
+
+259
+00:32:17,230 --> 00:32:24,590
+ماشي ضال؟ خلصت اه طيب احنا عندنا ست طرق حقيقية في
+
+260
+00:32:24,590 --> 00:32:29,450
+طريقة تانية ماحكيتهاش اللي هي walker اسمها ال
+
+261
+00:32:29,450 --> 00:32:31,970
+walker ال Smith-Watson هي حالة خاصة ال walker نفس
+
+262
+00:32:31,970 --> 00:32:37,810
+الاشي بس حالة .. هذه حالة خاصة طيب موجودة في
+
+263
+00:32:37,810 --> 00:32:42,890
+الكتاب طيب الآن معناته في كل حالة بدي احسب ال
+
+264
+00:32:42,890 --> 00:32:45,570
+sigma AR
+
+265
+00:32:50,400 --> 00:32:54,760
+بعدين once حسبت ال sigma r وعندي ال a و ال b ال n
+
+266
+00:32:54,760 --> 00:33:03,000
+ال
+
+267
+00:33:03,000 --> 00:33:16,340
+n بيساوي sigma ar على a plus 1 على
+
+268
+00:33:16,340 --> 00:33:16,600
+b
+
+269
+00:33:20,450 --> 00:33:26,650
+اوباش محسبين يعني
+
+270
+00:33:26,650 --> 00:33:32,530
+انا خلي نشوف نحسب لا
+
+271
+00:33:32,530 --> 00:33:35,630
+ال sigma في ال prime
+
+272
+00:33:56,670 --> 00:34:07,050
+ال سيج بقى في ال prime بتساوي
+
+273
+00:34:07,050 --> 00:34:18,190
+خمسين SUT زي خمسين زي خمسين SUT زي خمسين يعني
+
+274
+00:34:18,190 --> 00:34:21,910
+هتكون تمانين و خمسين مية و تلاتين صح؟
+
+275
+00:34:30,310 --> 00:34:32,330
+الـ 130 KPSI
+
+276
+00:35:05,530 --> 00:35:13,510
+هبدأ نحسب اللي هو ال sigma ar اللي
+
+277
+00:35:13,510 --> 00:35:25,250
+هو طب
+
+278
+00:35:25,250 --> 00:35:29,530
+عندي ال inputs اللي هي إيش ده حكي ال number
+
+279
+00:35:35,070 --> 00:35:38,170
+اللي هو ال variable أو ال parameter ال parameter
+
+280
+00:35:38,170 --> 00:35:43,790
+ال variable ده
+
+281
+00:35:43,790 --> 00:35:55,250
+احكي ال symbol تبعه و ال unit طيب
+
+282
+00:35:55,250 --> 00:36:00,450
+و ال
+
+283
+00:36:09,570 --> 00:36:11,830
+value انا عند ايه؟
+
+284
+00:36:37,240 --> 00:36:46,300
+عندي اللي هو ال maximum stress
+
+285
+00:36:46,300 --> 00:36:51,100
+دعكان
+
+286
+00:36:51,100 --> 00:37:03,500
+as max unitly kpsi ستين ال
+
+287
+00:37:03,500 --> 00:37:03,820
+minimum
+
+288
+00:37:08,660 --> 00:37:16,200
+stress أسمن سالب
+
+289
+00:37:16,200 --> 00:37:22,260
+عشرين اللي
+
+290
+00:37:22,260 --> 00:37:28,560
+هو اكتر
+
+291
+00:37:28,560 --> 00:37:35,280
+اللي هو عندى ال main stress
+
+292
+00:37:42,830 --> 00:37:50,750
+S M بتساوي
+
+293
+00:37:50,750 --> 00:38:06,010
+alternating
+
+294
+00:38:06,010 --> 00:38:06,670
+stress
+
+295
+00:38:14,990 --> 00:38:22,610
+stress s a
+
+296
+00:38:22,610 --> 00:38:31,730
+طيب
+
+297
+00:38:31,730 --> 00:38:40,070
+و بعدين tensile strength
+
+298
+00:38:50,340 --> 00:38:57,180
+SUT مية تمانين ستة
+
+299
+00:38:57,180 --> 00:39:05,160
+ال yield SY
+
+300
+00:39:05,160 --> 00:39:10,540
+ستين
+
+301
+00:39:10,540 --> 00:39:11,740
+خمس ستين
+
+302
+00:39:21,920 --> 00:39:32,120
+فشلة وحدات بون تسعة بعدين تمانية
+
+303
+00:39:32,120 --> 00:39:36,660
+A
+
+304
+00:39:36,660 --> 00:39:43,200
+و
+
+305
+00:39:43,200 --> 00:39:43,420
+B
+
+306
+00:39:59,930 --> 00:40:07,250
+ال a أكم minus
+
+307
+00:40:07,250 --> 00:40:20,950
+point اللي
+
+308
+00:40:20,950 --> 00:40:24,310
+هو إيش الاسم بتاعه
+
+309
+00:40:27,430 --> 00:40:29,730
+اللي هو fracture stress coefficients مظبوط
+
+310
+00:40:29,730 --> 00:40:34,070
+fracture strength
+
+311
+00:40:34,070 --> 00:40:37,590
+coefficient
+
+312
+00:40:37,590 --> 00:40:48,650
+اللي
+
+313
+00:40:48,650 --> 00:40:55,950
+هي F prime تساوي
+
+314
+00:40:57,450 --> 00:41:02,910
+خمسين زائد طيب
+
+315
+00:41:02,910 --> 00:41:06,930
+SE
+
+316
+00:41:06,930 --> 00:41:12,330
+اللي هو ال endurance limit
+
+317
+00:41:12,330 --> 00:41:17,810
+SE
+
+318
+00:41:17,810 --> 00:41:20,710
+اربعين
+
+319
+00:41:31,490 --> 00:41:37,590
+طيب نفس ال sigma ar
+
+320
+00:41:37,590 --> 00:41:46,890
+godman اللي هو completely
+
+321
+00:41:46,890 --> 00:41:51,130
+reversed
+
+322
+00:41:51,130 --> 00:41:56,610
+ده
+
+323
+00:41:56,610 --> 00:41:57,770
+case ال equivalent
+
+324
+00:42:06,250 --> 00:42:16,110
+completely reversed stress
+
+325
+00:42:16,110 --> 00:42:23,770
+بده احكي اول واحد ايش Godman
+
+326
+00:42:23,770 --> 00:42:29,810
+بده
+
+327
+00:42:29,810 --> 00:42:40,740
+احكي اللي هو S A R GGood man يا K P S I ايه
+
+328
+00:42:40,740 --> 00:42:52,920
+بتساوي؟ اه
+
+329
+00:43:18,340 --> 00:43:24,240
+هيبقى ده حكاية جودة بقالها وليش ايه؟
+
+330
+00:43:24,240 --> 00:43:29,380
+بقالي
+
+331
+00:44:08,060 --> 00:44:18,360
+هذه هتساوي في حالة Goodman سوى ال sigma ايه؟ رقم
+
+332
+00:44:18,360 --> 00:44:23,060
+او رقم او رقم او
+
+333
+00:44:23,060 --> 00:44:23,060
+رقم او رقم او رقم او رقم او رقم او رقم او رقم او
+
+334
+00:44:23,060 --> 00:44:23,140
+رقم او رقم او رقم او رقم او رقم او رقم او رقم او
+
+335
+00:44:23,140 --> 00:44:23,300
+رقم او رقم او رقم او رقم او رقم او رقم او رقم او
+
+336
+00:44:23,300 --> 00:44:24,280
+رقم او رقم او رقم او رقم او رقم او رقم او رقم او
+
+337
+00:44:24,280 --> 00:44:25,200
+رقم او رقم او رقم او رقم او رقم او رقم او رقم او
+
+338
+00:44:25,200 --> 00:44:32,360
+رقم او رقم او
+
+339
+00:44:32,360 --> 00:44:37,480
+رق
+
+340
+00:44:46,050 --> 00:45:00,390
+بعدين ال number of cycles هيكون
+
+341
+00:45:00,390 --> 00:45:06,930
+الساوى اللي
+
+342
+00:45:06,930 --> 00:45:10,570
+هو هذه على a
+
+343
+00:45:17,300 --> 00:45:28,600
+قص سالب اس قص واحد على على بيه طيب
+
+344
+00:45:28,600 --> 00:45:33,240
+الان
+
+345
+00:45:33,240 --> 00:45:39,880
+هنسخ هذا العمود التاني
+
+346
+00:45:39,880 --> 00:45:42,920
+ايه اشعر انه هيكون اش اسمه
+
+347
+00:45:45,940 --> 00:45:51,480
+tomorrow هكون كلش نفس الاشي معاها ده ايش لأ اخر
+
+348
+00:45:51,480 --> 00:46:01,700
+واحدة صح ده هتكون هنمسخهم
+
+349
+00:46:01,700 --> 00:46:02,140
+كلهم
+
+350
+00:46:20,610 --> 00:46:28,090
+هذه مورو التالتة هيش غيربار غيربار
+
+351
+00:46:28,090 --> 00:46:34,230
+غيربار
+
+352
+00:46:34,230 --> 00:46:37,250
+وهذه
+
+353
+00:46:37,250 --> 00:46:43,970
+وهذه
+
+354
+00:46:51,140 --> 00:47:04,260
+سميس واتسون توبار طيب
+
+355
+00:47:04,260 --> 00:47:10,200
+حمسة هدول عشان ماخروش ناشط ناشط
+
+356
+00:47:10,200 --> 00:47:13,480
+ايه؟ طيب
+
+357
+00:47:20,310 --> 00:47:29,130
+هذا هتكون تساوي اللي هي شهد مورو سيجما ايه اللي هي
+
+358
+00:47:29,130 --> 00:47:38,690
+هذه صح في سيجما اف هذه
+
+359
+00:47:38,690 --> 00:47:48,710
+اه مية و تلاتين على على سيجما اف minus sigma M
+
+360
+00:47:56,140 --> 00:48:04,680
+هذه طيب الجيربار على
+
+361
+00:48:04,680 --> 00:48:13,100
+الجزر هذه صح؟ سجن A ليه هذه؟ على ال square root
+
+362
+00:48:13,100 --> 00:48:16,280
+صح؟ لأ لأ مش فيها square root بحق ماينس تقريها هذه
+
+363
+00:48:16,280 --> 00:48:28,980
+الجزر اللي هي فيه الأزمةاه هتساوي sigma a على واحد
+
+364
+00:48:28,980 --> 00:48:39,980
+minus ليش sigma m على sigma ct تربيع sigma m على
+
+365
+00:48:39,980 --> 00:48:45,600
+تربيع
+
+366
+00:48:45,600 --> 00:48:49,760
+second clause طيب
+
+367
+00:48:54,540 --> 00:49:02,120
+Soderbergh بالساوية S A في
+
+368
+00:49:02,120 --> 00:49:06,020
+S Y على
+
+369
+00:49:06,020 --> 00:49:13,140
+S Y minus sigma M
+
+370
+00:49:19,110 --> 00:49:26,110
+طيب الازمة sigma
+
+371
+00:49:26,110 --> 00:49:31,310
+a على
+
+372
+00:49:31,310 --> 00:49:38,050
+square root لواحد
+
+373
+00:49:38,050 --> 00:49:43,610
+minus في التحكوس sigma
+
+374
+00:49:43,610 --> 00:49:46,670
+m على sy
+
+375
+00:49:50,820 --> 00:49:57,000
+كل تربيع سكركوس مظبوط اخر
+
+376
+00:49:57,000 --> 00:50:06,600
+واحدة بالساوية square root sigma
+
+377
+00:50:06,600 --> 00:50:17,200
+a هدى في sigma a هدى
+
+378
+00:50:17,200 --> 00:50:17,960
+زاد
+
+379
+00:50:34,410 --> 00:50:39,590
+طيب طيب الان ال cycles
+
+380
+00:51:17,960 --> 00:51:26,100
+مين الأكتر واحد اعطت؟
+
+381
+00:51:26,100 --> 00:51:31,740
+مين
+
+382
+00:51:31,740 --> 00:51:43,560
+الأقل، احكيه خليني اخد .. اخد هدول control
+
+383
+00:51:43,560 --> 00:51:44,400
+C
+
+384
+00:51:47,070 --> 00:51:52,370
+أعمل هنا paste
+
+385
+00:51:52,370 --> 00:51:56,950
+ال values بس
+
+386
+00:51:56,950 --> 00:52:03,670
+و
+
+387
+00:52:03,670 --> 00:52:08,030
+أنسخ هذه Ctrl
+
+388
+00:52:08,030 --> 00:52:08,490
+C
+
+389
+00:52:16,200 --> 00:52:23,580
+بعدين اخد هدول Ctrl C بعدين
+
+390
+00:52:23,580 --> 00:52:27,400
+Paste Transpose
+
+391
+00:53:19,190 --> 00:53:30,490
+مانعت عندي اللي هو Soderbergh يعني اعطتنا تلتاشر
+
+392
+00:53:30,490 --> 00:53:33,670
+الف ما هي ال most ultra conservative عشان بتعطيني
+
+393
+00:53:33,670 --> 00:53:48,670
+life قليلةمظبوط بعدين ال godman conservative يعني
+
+394
+00:53:48,670 --> 00:53:55,950
+عند اللي هي الازمة بتعطينا
+
+395
+00:53:55,950 --> 00:54:02,330
+خمسمية خمس ستين ألف cycle الأكتر سيئة .. سيئة احنا
+
+396
+00:54:02,330 --> 00:54:03,790
+حكينا فيها حالة ال ..
+
+397
+00:54:06,690 --> 00:54:12,710
+اللي هي SWT ال SMS بس ممكن أي نظرية تستخدمها
+
+398
+00:54:39,060 --> 00:54:39,840
+أنا أحفظه
+
+399
+00:55:14,940 --> 00:55:20,340
+الفكرة اللي مانك بتجيب equivalent reversed
+
+400
+00:55:20,340 --> 00:55:25,160
+stress complete reversed stress أو alternating
+
+401
+00:55:25,160 --> 00:55:28,720
+reversed stress component و based on this
+
+402
+00:55:28,720 --> 00:55:35,660
+بتحسبيهاش ال life إذا
+
+403
+00:55:35,660 --> 00:55:41,280
+ماكانوا أكتر أشي مطابق للبيانات أي واحدة؟يعني
+
+404
+00:55:41,280 --> 00:55:44,460
+اكترش في الحالة هذه ممكن نعتبرها اللي هي ال Smith
+
+405
+00:55:44,460 --> 00:55:49,600
+-Watson ال Smith-Watson هو طلع اكتر شيوعا اللي هو
+
+406
+00:55:49,600 --> 00:55:54,460
+Godman اكتر شيوعا لانها سهلة بال fatigue failure
+
+407
+00:55:54,460 --> 00:55:59,200
+analysis لانه كتير بيتمد على ال instrumental و
+
+408
+00:55:59,200 --> 00:56:04,400
+نسبة الخطأ او ال prediction فيه بتكون نسبيا عالية
+
+409
+00:56:04,400 --> 00:56:09,940
+عشان هيك اشتغل معيشي بسيط اشتغل conservative واشي
+
+410
+00:56:09,940 --> 00:56:10,360
+بسيط
+
+411
+00:56:39,250 --> 00:56:44,110
+بس هانا أمشي عن هذه في
+
+412
+00:56:44,110 --> 00:56:45,250
+حالة إذا عندى
+
+413
+00:56:49,900 --> 00:56:55,540
+part under torsion و بس نفس .. torsional fatigue
+
+414
+00:56:55,540 --> 00:57:01,240
+طبعا، نفس الحسابات بتاعة normal stress العادى، مع
+
+415
+00:57:01,240 --> 00:57:05,580
+دهاستبدل ال sigma m و ال sigma alternating ب tau m
+
+416
+00:57:05,580 --> 00:57:11,140
+و tau alternating اي واحد اتنين بدك تعمل apply
+
+417
+00:57:11,140 --> 00:57:15,200
+load factor Kc بصوة point خمسة تسعة ده ال
+
+418
+00:57:15,200 --> 00:57:21,920
+endurance limit واستبدل Asy اللي هي بال As Asy
+
+419
+00:57:21,920 --> 00:57:24,580
+اللي هي بالصوة point خمس سبعة سبعة Asy هات طبق
+
+420
+00:57:24,580 --> 00:57:29,790
+اللي دي storage energy theoryو استبدل SUT بال
+
+421
+00:57:29,790 --> 00:57:35,390
+ultimate strength in shear اللي هي SSU بالسابون 6
+
+422
+00:57:35,390 --> 00:57:41,550
+-7 SUT المحاضرة
+
+423
+00:57:41,550 --> 00:57:45,990
+الجاي هنحكي عن fatigue failure for brittle
+
+424
+00:57:45,990 --> 00:57:48,150
+materials
+
+425
+00:57:50,270 --> 00:57:55,910
+بعدين هنحكي عن ال .. ال combined loading، احنا حتى
+
+426
+00:57:55,910 --> 00:57:58,730
+ماحكيناش عن combined loading، انه يكون .. يكون
+
+427
+00:57:58,730 --> 00:58:04,050
+عنده اي combination من ال bending و ال torsion و
+
+428
+00:58:04,050 --> 00:58:06,910
+ال axial و ال transverse shear، ممكن اي .. يكون اي
+
+429
+00:58:06,910 --> 00:58:12,110
+combination، كيف نتعامل مع الحالة هذه؟ يعني،
+
+430
+00:58:12,110 --> 00:58:12,670
+تاكلوا عافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k.srt
new file mode 100644
index 0000000000000000000000000000000000000000..5a741637d00d68f3fb725958dd18d8811bc96e87
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k.srt
@@ -0,0 +1,1306 @@
+1
+00:00:05,160 --> 00:00:08,000
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله 
+
+2
+00:00:08,000 --> 00:00:12,660
+وبركاته هنكمل في مادة تصميم الآلات واحد المحاضرات
+
+3
+00:00:12,660 --> 00:00:15,520
+السابقة وبعدين هنحكي عن ال failure due to static
+
+4
+00:00:15,520 --> 00:00:19,120
+loading حكينا على ال maximum shear stress theory و
+
+5
+00:00:19,120 --> 00:00:24,620
+ال distortion energy theory حلينا example هنحل كم
+
+6
+00:00:24,620 --> 00:00:27,320
+عن example وبعدين هنكمل على ال design theories
+
+7
+00:00:27,320 --> 00:00:32,220
+for brittle materials فال example اللي هو خمس
+
+8
+00:00:32,220 --> 00:00:39,930
+أربعة فيه عندي ال tube تحت تأثير axial force P و
+
+9
+00:00:39,930 --> 00:00:48,730
+transverse force F وفيه torque T النبوب
+
+10
+00:00:48,730 --> 00:00:54,670
+مصنوع من ال aluminium ال
+
+11
+00:00:54,670 --> 00:01:01,910
+material يعني 2014
+
+12
+00:01:01,910 --> 00:01:04,970
+aluminium alloy
+
+13
+00:01:07,970 --> 00:01:11,450
+الـ yield strength ميتين وستة وسبعين ميجا باسكال
+
+14
+00:01:11,450 --> 00:01:21,590
+We 
+15
+00:01:21,590 --> 00:01:27,490
+wish to select a stock size tube from table A8 من
+
+16
+00:01:27,490 --> 00:01:35,710
+تابل A8 هنعمل select standard
+
+17
+00:01:40,710 --> 00:01:48,870
+tube size باستخدام
+
+18
+00:01:48,870 --> 00:01:58,210
+design factor and design بالساوي أربعة كمية
+
+19
+00:01:58,210 --> 00:02:03,690
+ال bending force ال F واحد بون سبعة خمسة كيلو
+
+20
+00:02:03,690 --> 00:02:04,150
+نيوتن
+
+21
+00:02:08,300 --> 00:02:14,180
+و ال axle load P تسعة
+
+22
+00:02:14,180 --> 00:02:19,460
+كيلو نيوتن و
+
+23
+00:02:19,460 --> 00:02:23,700
+ال torque اتنين
+
+24
+00:02:23,700 --> 00:02:27,700
+و سبعين نيوتن متر
+
+25
+00:02:33,610 --> 00:02:37,850
+بنعمل select ل standard tube based على ان دي
+
+26
+00:02:37,850 --> 00:02:42,470
+بيستخدم أربعة الآن
+
+27
+00:02:42,470 --> 00:02:44,510
+لما نتطلع فانا عندي هاي الانبوب
+
+28
+00:03:03,530 --> 00:03:13,750
+في force P في
+
+29
+00:03:13,750 --> 00:03:23,030
+عندي force F عندي torque Tao
+
+30
+00:03:23,030 --> 00:03:29,190
+هيكون عندي critical element عند A يعني في عندي
+
+31
+00:03:29,190 --> 00:03:32,470
+critical element لو بدي أعمل هنا مكعب
+
+32
+00:03:41,710 --> 00:03:46,910
+صغير على السطح الخارجي للانبوبة طبعا هذا المحور هو
+
+33
+00:03:46,910 --> 00:03:52,430
+ال X هذا
+
+34
+00:03:52,430 --> 00:03:56,370
+ال Y وهذا
+
+35
+00:03:56,370 --> 00:03:59,590
+ال
+
+36
+00:03:59,590 --> 00:03:59,830
+Z
+
+37
+00:04:05,630 --> 00:04:11,250
+الـ bending force F و ال axial force P بيعملوا
+
+38
+00:04:11,250 --> 00:04:17,050
+number of stress على ال element يا ده
+
+39
+00:04:17,050 --> 00:04:23,550
+Sigma
+
+40
+00:04:23,550 --> 00:04:24,010
+X
+
+41
+00:04:36,280 --> 00:04:40,180
+وبتعمل shear stress ال torque هذا بعمل shear
+
+42
+00:04:40,180 --> 00:04:56,580
+stress اللي
+
+43
+00:04:56,580 --> 00:05:08,490
+هو هيكون TAO X Z طبعا فيه ترمز في shear stress بس
+
+44
+00:05:08,490 --> 00:05:15,410
+هنعمله في translational stress جاي باتجاه اللي هي
+
+45
+00:05:15,410 --> 00:05:21,990
+تاو XY تاو XY مظبوط بس هنعمله لما أطلع من ال top
+
+46
+00:05:21,990 --> 00:05:28,710
+view هشوف ال X على ال element هشوف ال X Z بلاني
+
+47
+00:05:28,710 --> 00:05:33,250
+يعني هيكون ال element جاي
+
+48
+00:05:33,250 --> 00:05:37,630
+زي كده عندي هيكون sigma X
+
+49
+00:05:57,480 --> 00:06:11,340
+التاو X Z ال
+
+50
+00:06:11,340 --> 00:06:18,260
+sigma X هتكون جزء
+
+51
+00:06:18,260 --> 00:06:24,820
+due to bending moment هيكون M في C على I
+
+52
+00:06:27,920 --> 00:06:40,420
+زائد جزء due للأكسل loading زائد P على A و ال tau XZ
+
+53
+00:06:40,420 --> 00:06:53,200
+due تيتورين tau XZ بتساوي T في R على J
+
+54
+00:06:57,000 --> 00:07:01,720
+طبعا عشان أعرف ال .. ال C و ال I و ال A و ال J و
+
+55
+00:07:01,720 --> 00:07:07,280
+ال R لازم نكون عارفين صح؟ فانا هروح على ال
+
+56
+00:07:07,280 --> 00:07:08,240
+table A تماما
+
+57
+00:07:47,220 --> 00:07:54,000
+عند ال appendix خمسه على ال ..
+
+58
+00:07:54,000 --> 00:07:58,320
+هذا الستة
+
+59
+00:07:58,320 --> 00:08:07,280
+ال a تمانية طبعا
+
+60
+00:08:07,280 --> 00:08:12,300
+ال a تمانية معطيني ال .. ال .. ال مواصفات الأنابيب
+
+61
+00:08:12,300 --> 00:08:21,410
+بال inch system بال metric system معطينا .. لو
+
+62
+00:08:21,410 --> 00:08:23,850
+اشتغلنا على ال metering ما تعطينا ال unit mass كم
+
+63
+00:08:23,850 --> 00:08:28,890
+كيلو جرام في ال meter ومعطيني مساحة المقطع بالسنتي
+
+64
+00:08:28,890 --> 00:08:36,830
+مربع وال I بالسنتي متر مربع أس أربع وال J بالسنتي متر أس
+
+65
+00:08:36,830 --> 00:08:41,530
+أربع وال radius و ال gyration بالسنتي و ال section
+
+66
+00:08:41,530 --> 00:08:48,070
+modulus بالسنتي متر تكعيب و ال size اللي هو هاي
+
+67
+00:08:48,070 --> 00:08:51,390
+ال size عبارة عن ال OD في ال thickness
+
+68
+00:09:02,600 --> 00:09:12,840
+يعني ال size هيكون هذا
+
+69
+00:09:12,840 --> 00:09:21,200
+ال OD وهذا
+
+70
+00:09:21,200 --> 00:09:24,520
+ال
+
+71
+00:09:24,520 --> 00:09:24,880
+thickness
+
+72
+00:09:30,290 --> 00:09:34,790
+حسب يعني ممكن تشغل هيك أو تستخدم Z لأن انت هتختار
+
+73
+00:09:34,790 --> 00:09:42,950
+الأول خطوة هتختار ال section اللي هو لو عملنا جدول
+
+74
+00:09:42,950 --> 00:09:50,250
+ال
+
+75
+00:09:50,250 --> 00:09:50,770
+section
+
+76
+00:09:59,840 --> 00:10:06,560
+أنا مش عارف ممكن أختار section أبدأ عشرين في أربعة
+
+77
+00:10:06,560 --> 00:10:19,260
+مثلا عشرين في أربعة صح؟ بالزمن
+
+78
+00:10:19,260 --> 00:10:26,720
+ال A عشرين
+
+79
+00:10:26,720 --> 00:10:38,730
+في أربعة اللي هي بتكون ال A 2.01 ال
+
+80
+00:10:38,730 --> 00:10:49,910
+I اللي
+
+81
+00:10:49,910 --> 00:10:52,150
+هو ستة ثمانية أربعة
+
+82
+00:11:00,050 --> 00:11:14,650
+و ال J واحد
+
+83
+00:11:28,360 --> 00:11:37,820
+الـ C هتكون هتكون
+
+84
+00:11:37,820 --> 00:11:43,760
+دي على اتنين هي المليمتر دي عندي ال او دي كم
+
+85
+00:11:43,760 --> 00:11:53,340
+عشرين على اتنين عشرة و أنا
+
+86
+00:11:53,340 --> 00:12:02,700
+تحيل زي الان أحسب عندي ال M هنا، ايش يساوي ال M؟ F
+
+87
+00:12:02,700 --> 00:12:10,360
+في L ال M ال
+
+88
+00:12:10,360 --> 00:12:19,540
+L مية وعشرين وال F كم؟ 1.75 في
+
+89
+00:12:19,540 --> 00:12:23,820
+مية وعشرين تطلع كم؟
+
+90
+00:12:27,140 --> 00:12:31,700
+احسبوها 1.75 في 23.5
+
+91
+00:12:31,700 --> 00:12:40,260
+في 27 في 3  21 نيوتن
+
+92
+00:12:40,260 --> 00:12:53,580
+متر وال
+
+93
+00:12:53,580 --> 00:12:54,620
+R هي F تساوي
+
+94
+00:12:58,290 --> 00:13:05,870
+ساوي C مرة
+
+95
+00:13:05,870 --> 00:13:17,930
+و هحسب Sigma X و
+
+96
+00:13:17,930 --> 00:13:24,670
+هحسب Tau XZ
+
+97
+00:13:31,450 --> 00:13:37,810
+بعدين من Mohr circle من Mohr circle
+
+98
+00:13:37,810 --> 00:13:43,850
+اه
+
+99
+00:13:43,850 --> 00:13:50,090
+يعني هحسب ممكن أحسب tau maximum يعني إذا بدنا نعمل
+
+100
+00:13:50,090 --> 00:13:54,850
+Mohr circle بلزم نوجد ال center بتاع Mohr
+
+101
+00:13:54,850 --> 00:13:58,490
+circle اللي هو sigma x زي sigma y على 2 صح؟
+
+102
+00:14:00,740 --> 00:14:07,160
+سيجما اكس زي سيجما واي على اتنين سواء سيجما اكس
+
+103
+00:14:07,160 --> 00:14:12,520
+على اتنين Ic
+
+104
+00:14:12,520 --> 00:14:20,720
+و
+
+105
+00:14:20,720 --> 00:14:28,930
+ال radius تاع Mohr circle هيكون جذر تربيعي ل sigma x
+
+106
+00:14:28,930 --> 00:14:37,950
+على 2 لكل تربيع زي ال tau xy تربيع يعني هنحسب ال
+
+107
+00:14:37,950 --> 00:14:42,510
+radius ل
+
+108
+00:14:42,510 --> 00:14:52,230
+mega Pascal ل Mohr circle اللي هي بتساوي
+
+109
+00:14:55,620 --> 00:15:04,200
+tau max بعدين
+
+110
+00:15:04,200 --> 00:15:10,080
+هستخدم design theory مثلا ببدأ استخدم ال distortion
+
+111
+00:15:10,080 --> 00:15:17,400
+energy تليه نحكي distortion use distortion energy
+
+112
+00:15:17,400 --> 00:15:22,280
+theory حكى أن ال tau max
+
+113
+00:15:25,150 --> 00:15:36,030
+هتكون تساوي SSY على N Design او ال N بتساوي
+
+114
+00:15:36,030 --> 00:15:43,010
+SSY على Tau Max وشوف
+
+115
+00:15:43,010 --> 00:15:52,490
+إذا أربعة أو أكثر بيكون الحل شغلي صحيح طيب ال SSY
+
+116
+00:15:52,490 --> 00:15:53,010
+ايش بتساوي
+
+117
+00:15:56,220 --> 00:16:00,400
+في حالة distortion energy theory احنا عايزين نُقارن
+
+118
+00:16:00,400 --> 00:16:07,200
+كلها نفس الشيء أن ال tau max بتساوي SSY على N بس
+
+119
+00:16:07,200 --> 00:16:11,320
+اللي بيختلف في ال definition تاع ال SSY وظبط ال
+
+120
+00:16:11,320 --> 00:16:16,560
+SSY هتكون 0.5 SY
+
+121
+00:16:16,560 --> 00:16:22,920
+يعني هتكون تساوي 0.577
+
+122
+00:16:27,760 --> 00:16:37,420
+في السبعين اللي هي ميتين وستة وسبعين هي
+
+123
+00:16:37,420 --> 00:16:46,880
+نحصل factor of safety نعم
+
+124
+00:16:46,880 --> 00:16:49,180
+أكمل
+
+125
+00:16:57,220 --> 00:17:04,180
+عشان سهلة ممكن أعمل اكسل شيط اكسل
+
+126
+00:17:04,180 --> 00:17:04,820
+شيط
+
+127
+00:17:26,050 --> 00:17:31,290
+يعني هعمل .. أنا هعمله أفقي عندي هنا رقم واحد
+
+128
+00:17:31,290 --> 00:17:38,470
+بعدين عندي ال
+
+129
+00:17:38,470 --> 00:17:50,370
+.. ال parameter أو ال variable بعدين
+
+130
+00:17:50,370 --> 00:17:51,570
+ال symbol بتاعه
+
+131
+00:17:58,070 --> 00:18:25,550
+وبعدين ال unit وبعدين ال value طيب
+
+132
+00:18:25,550 --> 00:18:26,790
+أول شيء احنا عايش
+
+133
+00:18:31,170 --> 00:18:41,350
+اللي هو ال section هحكي
+
+134
+00:18:41,350 --> 00:18:49,010
+ال value بتاعتي اللي هو عشرين في أربع صح بعدين
+
+135
+00:18:49,010 --> 00:18:53,630
+هحسب ال OD ال
+
+136
+00:18:53,630 --> 00:18:57,350
+outside diameter
+
+137
+00:19:01,040 --> 00:19:13,320
+اللي هو ال OD ال
+
+138
+00:19:13,320 --> 00:19:19,500
+unit بتاعته millimeter الحلقة دي ايش هتكون ال OD؟
+
+139
+00:19:19,500 --> 00:19:21,160
+عشرين صح؟
+
+140
+00:19:28,710 --> 00:19:32,790
+وبعدين هحسب ال C اللي هو ال radius ال outside
+
+141
+00:19:32,790 --> 00:19:36,150
+radius
+
+142
+00:19:36,150 --> 00:19:44,030
+اللي 
+
+143
+00:19:44,030 --> 00:19:52,770
+هو دي أحكي الـ C أو 
+
+144
+00:19:52,770 --> 00:19:56,670
+R صح؟ millimeter
+
+145
+00:19:59,740 --> 00:20:08,980
+هيكون بالثانوية والعشرين على اتنين طيب
+
+146
+00:20:08,980 --> 00:20:13,340
+من الجدول بلزمنا
+
+147
+00:20:13,340 --> 00:20:18,680
+مساحة المقطع الـ A وال
+
+148
+00:20:18,680 --> 00:20:22,760
+I والـ J صح؟ يعني نحكي هاي .. نحكي الرمز الأول عند
+
+149
+00:20:22,760 --> 00:20:26,540
+الـ A وال
+
+150
+00:20:26,540 --> 00:20:38,180
+I والـ J ال
+
+151
+00:20:38,180 --> 00:20:44,300
+A لـ cross sectional area cross sectional
+
+152
+00:20:44,300 --> 00:20:52,820
+area اللي 
+
+153
+00:20:52,820 --> 00:21:01,680
+هي هتكون centimeter تربيع. أكمل، اعطينا إيه هو؟ نين 
+
+154
+00:21:01,680 --> 00:21:09,220
+فاصلة صفر واحد نين فاصلة صفر واحد واحد. بعدين هنا
+
+155
+00:21:09,220 --> 00:21:20,700
+الـ .. اللي هو cross moment moment 
+
+156
+00:21:20,700 --> 00:21:21,760
+of inertia
+
+157
+00:21:31,240 --> 00:21:37,180
+of moment of area moment بنعرفش area moment
+
+158
+00:21:37,180 --> 00:21:45,760
+اللي 
+
+159
+00:21:45,760 --> 00:21:48,620
+هي الـ sound meter أربعة
+
+160
+00:21:57,270 --> 00:22:07,510
+طيب ماطينها إكم؟ صفر بس بس صفر ثمانية أربعة دي
+
+161
+00:22:07,510 --> 00:22:15,930
+هذي هتكون area polar polar هو مكتوب دي على الشاشة
+
+162
+00:22:15,930 --> 00:22:19,570
+برضه
+
+163
+00:22:19,570 --> 00:22:22,910
+هتكون
+
+164
+00:22:22,910 --> 00:22:26,270
+هذي إكم واحد؟ نعم
+
+165
+00:22:28,070 --> 00:22:37,570
+أخدنا القدرة من الـ table هي صح اللي بتحكي نعم؟ طيب
+
+166
+00:22:37,570 --> 00:22:49,430
+بعد الـ I و الجـ إيش حسبنا؟ بدنا نحسب اللي هو normal
+
+167
+00:22:56,950 --> 00:23:08,870
+stress اللي هي sigma X هي ميجا باسكال بتساوي
+
+168
+00:23:08,870 --> 00:23:17,250
+إيش النمر الـ stress اللي هي .. هنحكي التالي يعني
+
+169
+00:23:17,250 --> 00:23:22,230
+النمر الـ stress due to axial
+
+170
+00:23:29,630 --> 00:23:37,190
+load ملزم نقش الـ axel load ال
+
+171
+00:23:37,190 --> 00:23:40,950
+axel load
+
+172
+00:23:40,950 --> 00:23:53,090
+اللي هو P كيلو نيوتن تسعة هذه هتساوي
+
+173
+00:24:01,120 --> 00:24:11,420
+اللي هي P على الـ area انت
+
+174
+00:24:11,420 --> 00:24:15,660
+طلع انت بدك تحول الـ .. يعني هتضرب التسعة في عشر
+
+175
+00:24:15,660 --> 00:24:22,000
+أقصى تلاتة و الـ area هتقسم على عشر أقصى ناقص أربعة
+
+176
+00:24:24,430 --> 00:24:27,630
+مظبوط يعني هتضرب الـ .. بعدين هتضرب في عشرة أس ناقص
+
+177
+00:24:27,630 --> 00:24:32,030
+ستة سيغناق .. ده هتضرب هذا في عشرة معناته هذا حس
+
+178
+00:24:32,030 --> 00:24:48,470
+سوى عشرة في على .. على هذه بعدين
+
+179
+00:24:48,470 --> 00:24:50,510
+ده normal stress
+
+180
+00:24:57,670 --> 00:25:06,030
+not stressed due due 
+
+181
+00:25:06,030 --> 00:25:12,710
+to bending moment بدنايه
+
+182
+00:25:12,710 --> 00:25:16,410
+بلاقياش ال
+
+183
+00:25:16,410 --> 00:25:17,930
+bending moment moment
+
+184
+00:25:31,250 --> 00:25:38,350
+اللي هي M يبقى الـ bending point إيش بدناه الـ
+
+185
+00:25:38,350 --> 00:25:43,130
+bending الـ .. الـ .. الـ .. الـ transverse load اللي 
+
+186
+00:25:43,130 --> 00:25:51,390
+هي HF الـ transverse load
+
+187
+00:25:51,390 --> 00:25:54,530
+اللي 
+
+188
+00:25:54,530 --> 00:26:01,950
+هو كيلو نيوتن أكثر ما أعطينيها واحد وانت سبعة خمسة
+
+189
+00:26:01,950 --> 00:26:09,610
+كيلو نيوتن بندق moment هتكون تساوي بدك اللي هو
+
+190
+00:26:09,610 --> 00:26:12,930
+length
+
+191
+00:26:12,930 --> 00:26:14,210
+of county labor
+
+192
+00:26:28,260 --> 00:26:44,440
+اللي هو قل ملي متر مية و عشرين مضمونه هتكون طيب
+
+193
+00:26:44,440 --> 00:26:50,560
+هذا هتكون نيوتن متر
+
+194
+00:26:50,560 --> 00:26:55,080
+هتكون
+
+195
+00:26:55,080 --> 00:27:04,450
+هذه اللي هوتسميها دي SX SXA
+
+196
+00:27:04,450 --> 00:27:14,590
+آه
+
+197
+00:27:14,590 --> 00:27:18,490
+عشان
+
+198
+00:27:18,490 --> 00:27:26,030
+في S Y مش 
+
+199
+00:27:26,030 --> 00:27:26,330
+خلاص
+
+200
+00:27:40,320 --> 00:27:44,120
+طيب طيب بعد عند هنا
+
+201
+00:28:00,040 --> 00:28:07,140
+طيب هذه هتكون برضه ميجا باسكال هتكون
+
+202
+00:28:07,140 --> 00:28:13,000
+تستاوى هتساوى
+
+203
+00:28:13,000 --> 00:28:19,280
+M في C في 
+
+204
+00:28:19,280 --> 00:28:21,360
+عشرة على I
+
+205
+00:28:28,150 --> 00:28:32,810
+يعني أنا عندي يعني إيه اللي هسوي عندي M في C على I
+
+206
+00:28:32,810 --> 00:28:43,390
+الوحدات M في C على I عندي هين .. هين نيوتن متر و
+
+207
+00:28:43,390 --> 00:28:47,670
+الـ C ملي متر حضوره في عشرة أقل سالب تلاتة عشان C
+
+208
+00:28:47,670 --> 00:28:53,670
+المتر مظبوط و الـ I سامة متر مصر أربعة هتكون عشرة 
+
+209
+00:28:53,670 --> 00:28:57,530
+عشرة أقل سالب ثمانية
+
+210
+00:28:59,960 --> 00:29:11,160
+وهي نضرف عشرة والسالب ستة يعني هتكون عندك السالب
+
+211
+00:29:11,160 --> 00:29:22,480
+تسعة يعني نقسمها لعشرة هذه نقسمها 
+
+212
+00:29:22,480 --> 00:29:22,900
+لعشرة
+
+213
+00:29:29,760 --> 00:29:36,400
+طيب أكد هيك صح؟
+
+214
+00:29:36,400 --> 00:29:41,700
+قسمنا على عشرة معناته
+
+215
+00:29:41,700 --> 00:29:50,520
+الـ total axial stress
+
+216
+00:29:50,520 --> 00:29:54,180
+اللي 
+
+217
+00:29:54,180 --> 00:29:54,440
+هو
+
+218
+00:30:02,030 --> 00:30:17,390
+هكون ميجا باسكال بيكون بيساوي هذه زائد هذه وده
+
+219
+00:30:17,390 --> 00:30:21,250
+نحسب اللي
+
+220
+00:30:21,250 --> 00:30:22,710
+هو maximum shear
+
+221
+00:30:37,960 --> 00:30:42,800
+stress آه لسه .. لسه هي باللي بدنا نحسب إيه؟ بدنا
+
+222
+00:30:42,800 --> 00:30:46,560
+نحسب ..
+
+223
+00:30:46,560 --> 00:30:51,860
+بدنا نحسب اللي هو الـ .. the original shear stress
+
+224
+00:30:51,860 --> 00:30:56,960
+.. the original shear
+
+225
+00:31:02,550 --> 00:31:09,390
+stress اللي هي الـ tau xz
+
+226
+00:31:09,390 --> 00:31:16,130
+ميجا باسكال هتكون 
+
+227
+00:31:16,130 --> 00:31:23,710
+تساوي الـ torque مش 
+
+228
+00:31:23,710 --> 00:31:29,930
+موجود؟ طيب الـ
+
+229
+00:31:29,930 --> 00:31:30,350
+torque
+
+230
+00:31:35,450 --> 00:31:42,250
+اللي هو T Newton 
+
+231
+00:31:42,250 --> 00:31:59,150
+متر 72 هذا هتساوي الـ torque في R اللي هي هذه على J
+
+232
+00:31:59,150 --> 00:32:02,550
+على عشرة
+
+233
+00:32:05,940 --> 00:32:13,160
+ماأعرف آه ماهي نفس الشيء هتكون الـ maximum shear
+
+234
+00:32:13,160 --> 00:32:17,160
+stress اللي 
+
+235
+00:32:17,160 --> 00:32:27,360
+هي tau max mega Pascal هتساوي
+
+236
+00:32:27,360 --> 00:32:28,680
+square root
+
+237
+00:32:32,980 --> 00:32:40,580
+سيجما اكس على اتنين سيجما
+
+238
+00:32:40,580 --> 00:33:00,320
+اكس على اتنين كل تربيع زائد طيب
+
+239
+00:33:02,900 --> 00:33:10,940
+الـ C كانت الـ syntax نعم مش هتلزمنا خلنا كده ندحس
+
+240
+00:33:10,940 --> 00:33:18,100
+بالـ yield strength yield strength in shear
+
+241
+00:33:18,100 --> 00:33:21,700
+according
+
+242
+00:33:21,700 --> 00:33:29,280
+to
+
+243
+00:33:29,280 --> 00:33:31,920
+distortion energy theory
+
+244
+00:33:34,960 --> 00:33:44,040
+هذا هتكون S S Y ميجا 
+
+245
+00:33:44,040 --> 00:33:47,880
+باسكال الهوضان
+
+246
+00:33:47,880 --> 00:34:00,660
+دي يكون عندها الـ yield strength اللي
+
+247
+00:34:00,660 --> 00:34:01,720
+هي S Y
+
+248
+00:34:10,330 --> 00:34:23,850
+هذه هتكون تساوي point 77 طيب
+
+249
+00:34:32,180 --> 00:34:36,120
+معناته حيجي بعد هيك اللي هو الـ factor of safety
+
+250
+00:34:36,120 --> 00:34:41,740
+صح؟ factor of 
+
+251
+00:34:41,740 --> 00:34:46,720
+safety هو 
+
+252
+00:34:46,720 --> 00:34:50,260
+n بالساعة
+
+253
+00:34:50,260 --> 00:34:56,140
+هذا على tau max
+
+254
+00:35:03,160 --> 00:35:06,820
+بنعمل أكثر من أربعة فهذا لا يتوفر معناته هنروح 
+
+255
+00:35:06,820 --> 00:35:10,600
+نغير اللي
+
+256
+00:35:10,600 --> 00:35:17,700
+عنده الـ section خلنا ناخده ناخده مثلاً نعتبره نحكي
+
+257
+00:35:17,700 --> 00:35:26,100
+خمسين في أربعة خمسين في أربعة هذه خمسين خلنا نحكي
+
+258
+00:35:26,100 --> 00:35:31,880
+خمسين
+
+259
+00:35:33,500 --> 00:35:43,200
+خمسين في أربعة إيه أنا هتكون؟ نعم آه
+
+260
+00:35:43,200 --> 00:35:45,900
+ممكن تعمل value one value two value three تعمل كذا
+
+261
+00:35:45,900 --> 00:35:52,160
+عامل بسير آه هو التالي يعني تحكي عن تاني عشرين في
+
+262
+00:35:52,160 --> 00:35:57,060
+أربعة كده هو بيحكي لك تعمل value two
+
+263
+00:36:05,060 --> 00:36:13,840
+هتكون عندي هنا خمسين في أربع عندي هنا الـ O D خمسين
+
+264
+00:36:13,840 --> 00:36:23,020
+الـ O D طيب 
+
+265
+00:36:23,020 --> 00:36:29,220
+الـ cross section هتجيبها من الـ table اللي
+
+266
+00:36:29,220 --> 00:36:32,240
+هو عندك الـ A اللي هي خمسة point سبعة سبعة ثمانية
+
+267
+00:36:36,260 --> 00:36:47,460
+و الـ I خمسة عشر point و الـ J الـ
+
+268
+00:36:47,460 --> 00:36:53,040
+J تلاتين 
+
+269
+00:36:53,040 --> 00:36:59,640
+ثمانية و عشرين طيب 
+
+270
+00:36:59,640 --> 00:37:01,240
+هذه زي ما هي
+
+271
+00:37:06,770 --> 00:37:08,790
+و الـ north to south slot اللي هي قاعدة زي ما هي
+
+272
+00:37:08,790 --> 00:37:13,670
+بتظلها ال
+
+273
+00:37:13,670 --> 00:37:26,710
+trans slot زي ما هو قاعد و قاعد زي ما هي طيب
+
+274
+00:37:26,710 --> 00:37:29,830
+نزل الـ stress
+
+275
+00:37:41,150 --> 00:37:49,870
+هذا كله محسوب صح؟
+
+276
+00:37:49,870 --> 00:37:53,030
+كبير
+
+277
+00:37:53,030 --> 00:38:07,250
+كثير، معناه تخليني أخد value three يعني 
+
+278
+00:38:07,250 --> 00:38:14,250
+ممكن أخد اتنين و أربعين خلنا نحكي في خمسة اتنين
+
+279
+00:38:14,250 --> 00:38:22,350
+و أربعين في خمسة أنا
+
+280
+00:38:22,350 --> 00:38:33,710
+هكون واحد وعشرين صح؟ اتنين و أربعين خلنا 
+
+281
+00:38:33,710 --> 00:38:37,870
+نسحب كلهم بعدين بنظبط علشان هتتظبط ماشي
+
+282
+00:38:40,500 --> 00:38:49,020
+لأ مش هعمل اللي حاله لأ في عندي هدى صح الـ A الـ A و
+
+283
+00:38:49,020 --> 00:39:01,060
+الـ I و الـ J الـ A كم 8.09 و الـ I ال
+
+284
+00:39:01,060 --> 00:39:07,040
+I كم الـ I عشرة فاصلة تلاتاشر
+
+285
+00:39:11,480 --> 00:39:24,220
+هو الـ J و هو الضعيفة عشرين فاصلة ماشي
+
+286
+00:39:24,220 --> 00:39:34,840
+معناه أنت ممكن تكون high value أربعة
+
+287
+00:39:42,090 --> 00:39:44,690
+هنحكي التلات .. هنجرب تلاتين في خمسة شوفوا إيش
+
+288
+00:39:44,690 --> 00:39:47,990
+سيصبح معناه تلاتين في خمسة واكتبوا الـ A و الـ I و الـ J
+
+289
+00:39:47,990 --> 00:39:52,390
+ال
+
+290
+00:39:52,390 --> 00:40:04,890
+A و الـ I و الـ J كتبتوهم؟ طيب تلاتين في خمسة يعني تلاتين
+
+291
+00:40:20,130 --> 00:40:26,150
+هنا عند الـ A و الـ I و الـ J الـ A كم الـ A تلاتة
+
+292
+00:40:26,150 --> 00:40:29,550
+فاصلة تسعة اتنين خمسة تلاتة فاصلة تسعة اتنين خمسة
+
+293
+00:40:29,550 --> 00:40:38,190
+و الـ I اسمه تلاتة فاصلة واحد تسعة اتنين و الـ J ستة
+
+294
+00:40:38,190 --> 00:40:46,110
+ستة فاصلة تلاتة تمانية واحد معناته
+
+295
+00:40:46,110 --> 00:40:47,350
+هتكون اللي هي أربعين
+
+296
+00:40:53,220 --> 00:41:01,060
+value خمسة هتكون نعم بيختلف
+
+297
+00:41:01,060 --> 00:41:09,360
+اتنين وأربعين في أربعة هي اتنين وأربعين هنشيل
+
+298
+00:41:09,360 --> 00:41:12,480
+اللي هو الـ A و الـ I و الـ J
+
+299
+00:41:16,170 --> 00:41:20,870
+A في الـ A أكثر
+
+300
+00:41:20,870 --> 00:41:30,350
+آه
+
+301
+00:41:30,350 --> 00:41:34,370
+هذا آه 42 طيب
+
+302
+00:41:34,370 --> 00:41:43,310
+الـ A كم 4.773 والـ I 8.717 8.7
+
+303
+00:41:46,270 --> 00:41:56,030
+هذه سبعتاشر؟ آه سبعتاشر فاصلة أربعة تلاتين يعني
+
+304
+00:41:56,030 --> 00:42:03,070
+يعني هذا أحسن خمسة فاصلة اتنين وخمسة فاصلة اتنين
+
+305
+00:42:03,070 --> 00:42:09,410
+ستة اللي هي value دلوقتي آه لاحظ في شيء غلط هنا في
+
+306
+00:42:09,410 --> 00:42:09,830
+إيه؟
+
+307
+00:42:21,640 --> 00:42:26,100
+خليني أمسح هدول كلهم
+
+308
+00:42:26,100 --> 00:42:35,480
+آه
+
+309
+00:42:35,480 --> 00:42:48,880
+كان فيش غلط يعني
+
+310
+00:42:48,880 --> 00:42:55,380
+أقرب واحد اللي هو الـ section 42 في أربعة بيعطينا
+
+311
+00:42:55,380 --> 00:42:58,240
+realized factor of safety في الـ factor of safety
+
+312
+00:42:58,240 --> 00:43:03,340
+الأساسي هو أربعة لكن الحقيقة طبق للـ section
+
+313
+00:43:03,340 --> 00:43:05,480
+الحقيقي هو ده هو realized factor of safety اللي هو
+
+314
+00:43:05,480 --> 00:43:11,080
+أربعة فاصلة خمسة في الـ design
+
+315
+00:43:11,080 --> 00:43:17,200
+هو في المثل أنا بحكيلك في الـ designer المصمم
+
+316
+00:43:21,080 --> 00:43:25,840
+بنانة على كذا شغل على الـ application مثلا إذا ..
+
+317
+00:43:25,840 --> 00:43:31,420
+مثلا في .. نحكي المحرك النفاذ بتاع الطيارة الـ ..
+
+318
+00:43:31,420 --> 00:43:34,360
+الـ .. نحكي الفرشاة بتاع المحرك، بدك factor of
+
+319
+00:43:34,360 --> 00:43:37,640
+safety عالي كتير، عندك حرارة عالية جدا وعندك أي
+
+320
+00:43:37,640 --> 00:43:42,880
+عطل فيها فقد للارواح حسب يعني، حسب الـ application
+
+321
+00:43:42,880 --> 00:43:48,460
+ممكن نطلب أقل من واحد؟ إيش رأيك أنت؟ لأ يعني إذا
+
+322
+00:43:48,460 --> 00:43:49,740
+بديها طول قبل ما تسمع
+
+323
+00:44:03,060 --> 00:44:08,900
+ممكن تعمله أنه أنا شاسمه زي يصل load معين حيث أن
+
+324
+00:44:08,900 --> 00:44:16,040
+فيه كسر آه
+
+325
+00:44:16,040 --> 00:44:17,500
+طبعا في شغلتها
+
+326
+00:44:21,540 --> 00:44:26,140
+طيب في سؤال تاني .. هيك وكده خلصنا وحذرا تاكوا 
+
+327
+00:44:26,140 --> 00:44:26,560
+العافية
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..344f2b693b23f338c29188c7e584ff641a992ee8
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/lUmK3EZpK7k_postprocess.srt
@@ -0,0 +1,1308 @@
+1
+00:00:05,160 --> 00:00:08,000
+بسم الله الرحمن الرحيم السلام عليكم و رحمة الله
+
+2
+00:00:08,000 --> 00:00:12,660
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرات
+
+3
+00:00:12,660 --> 00:00:15,520
+السابقة و بعدين هنحكي عن ال failure due to static
+
+4
+00:00:15,520 --> 00:00:19,120
+loading حكينا على ال maximum shear stress theory و
+
+5
+00:00:19,120 --> 00:00:24,620
+ال distortion energy theory حلينا example هنحل كم
+
+6
+00:00:24,620 --> 00:00:27,320
+عن example و بعدين هنكمل على ال design theories
+
+7
+00:00:27,320 --> 00:00:32,220
+for brittle materials فال example اللي هو خمس
+
+8
+00:00:32,220 --> 00:00:39,930
+أربعة فيه عندى ال tubeتحت اثير axial force P و
+
+9
+00:00:39,930 --> 00:00:48,730
+transverse force F و فيه torque T النبوب
+
+10
+00:00:48,730 --> 00:00:54,670
+مصنوع من ال aluminium ال
+
+11
+00:00:54,670 --> 00:01:01,910
+material يعني 2014
+
+12
+00:01:01,910 --> 00:01:04,970
+aluminium alloy
+
+13
+00:01:07,970 --> 00:01:11,450
+الـ yield strength ميتين و ستة و سبعين ميجا باسكال
+
+14
+00:01:11,450 --> 00:01:21,590
+We
+
+15
+00:01:21,590 --> 00:01:27,490
+wish to select a stock size tube from table A8 من
+
+16
+00:01:27,490 --> 00:01:35,710
+تابل A8 هنعمل select standard
+
+17
+00:01:40,710 --> 00:01:48,870
+tube size بستخدم
+
+18
+00:01:48,870 --> 00:01:58,210
+design factor and design بالساوية أربعة كيمية
+
+19
+00:01:58,210 --> 00:02:03,690
+ال bending force ال F واحد بون سبعة خمسة كيلو
+
+20
+00:02:03,690 --> 00:02:04,150
+نيوتن
+
+21
+00:02:08,300 --> 00:02:14,180
+و ال axle load P تسعة
+
+22
+00:02:14,180 --> 00:02:19,460
+كيلو نيوتن و
+
+23
+00:02:19,460 --> 00:02:23,700
+ال torque اتنين
+
+24
+00:02:23,700 --> 00:02:27,700
+و سبعين نيوتن متر
+
+25
+00:02:33,610 --> 00:02:37,850
+بنعمل select ل standard tube based على ان دي
+
+26
+00:02:37,850 --> 00:02:42,470
+بيستخدم أربعة الان
+
+27
+00:02:42,470 --> 00:02:44,510
+لما نتطلع فانا عندي هاي الانبوب
+
+28
+00:03:03,530 --> 00:03:13,750
+فى force P فى
+
+29
+00:03:13,750 --> 00:03:23,030
+عندى force F عندى torque Tao
+
+30
+00:03:23,030 --> 00:03:29,190
+هيكون عندى critical element عند A يعني فى عندى
+
+31
+00:03:29,190 --> 00:03:32,470
+critical element لو بدى اعمل هنا مكعب
+
+32
+00:03:41,710 --> 00:03:46,910
+صغير على السطح الخارجي للانبوبة طبعا هذا المحور هو
+
+33
+00:03:46,910 --> 00:03:52,430
+ال X هذا
+
+34
+00:03:52,430 --> 00:03:56,370
+ال Y وهذا
+
+35
+00:03:56,370 --> 00:03:59,590
+ال
+
+36
+00:03:59,590 --> 00:03:59,830
+Z
+
+37
+00:04:05,630 --> 00:04:11,250
+الـ bending force F و ال axial force P بيعملوا
+
+38
+00:04:11,250 --> 00:04:17,050
+number of stress على ال element يا ده
+
+39
+00:04:17,050 --> 00:04:23,550
+Sigma
+
+40
+00:04:23,550 --> 00:04:24,010
+X
+
+41
+00:04:36,280 --> 00:04:40,180
+وبتعمل share stress ال torque هذا بعمل share
+
+42
+00:04:40,180 --> 00:04:56,580
+stress اللي
+
+43
+00:04:56,580 --> 00:05:08,490
+هو هيكون TAO X Z طبعا فيه ترمز في share stressبس
+
+44
+00:05:08,490 --> 00:05:15,410
+هنعمله فى translational stress جاى باتجاه اللى هى
+
+45
+00:05:15,410 --> 00:05:21,990
+تاو XY تاو XY مظبوط بس هنعمله لما اطلع من ال top
+
+46
+00:05:21,990 --> 00:05:28,710
+view هشوف ال X على ال element هشوف ال X زد بلاني
+
+47
+00:05:28,710 --> 00:05:33,250
+يعني هيكون ال element جاى
+
+48
+00:05:33,250 --> 00:05:37,630
+زى كده عندى هيكون sigma X
+
+49
+00:05:57,480 --> 00:06:11,340
+التاو X Z ال
+
+50
+00:06:11,340 --> 00:06:18,260
+sigma X هتكون جزء
+
+51
+00:06:18,260 --> 00:06:24,820
+due to bending moment هيكون M في C على I
+
+52
+00:06:27,920 --> 00:06:40,420
+زاد جزء ديو للأكسل loading زاد P على A و ال tau XZ
+
+53
+00:06:40,420 --> 00:06:53,200
+ديو تيتورين تاو XZ بستوي T في R على J
+
+54
+00:06:57,000 --> 00:07:01,720
+طبعا عشان اعرف ال .. ال C و ال I و ال A و ال J و
+
+55
+00:07:01,720 --> 00:07:07,280
+ال R لازم نكون عارف نقطع صح؟ فانا هروح على ال
+
+56
+00:07:07,280 --> 00:07:08,240
+table A تماميا
+
+57
+00:07:47,220 --> 00:07:54,000
+عند ال appendix خمناه على ال ..
+
+58
+00:07:54,000 --> 00:07:58,320
+هذا الستة
+
+59
+00:07:58,320 --> 00:08:07,280
+ال a تمانية طبعا
+
+60
+00:08:07,280 --> 00:08:12,300
+ال a تمانية معطيني ال .. ال .. ال مواصفات الأنابيب
+
+61
+00:08:12,300 --> 00:08:21,410
+بال inch system بال metric systemمعطينا .. لو
+
+62
+00:08:21,410 --> 00:08:23,850
+أشتغلنا على ال metering ماتعطينا ال unit mass أكم
+
+63
+00:08:23,850 --> 00:08:28,890
+كيلو جرام في ال meterومعطيني مساحة المقطع بالصمت
+
+64
+00:08:28,890 --> 00:08:36,830
+مربع وال I بالصمت مربع أس أربع وال J بالصمت متر أس
+
+65
+00:08:36,830 --> 00:08:41,530
+أربع وال radius و ال gyration بالصمت و ال section
+
+66
+00:08:41,530 --> 00:08:48,070
+modulus في الصمت متر تكييب و ال size اللي هو هاي
+
+67
+00:08:48,070 --> 00:08:51,390
+ال size عبارة عن ال OD في ال thickness
+
+68
+00:09:02,600 --> 00:09:12,840
+يعني ال size هيكون هذا
+
+69
+00:09:12,840 --> 00:09:21,200
+ال OD وهذا
+
+70
+00:09:21,200 --> 00:09:24,520
+ال
+
+71
+00:09:24,520 --> 00:09:24,880
+thickness
+
+72
+00:09:30,290 --> 00:09:34,790
+حسب يعني ممكن تشغل هيك او تستخدم z لان انت هتختار
+
+73
+00:09:34,790 --> 00:09:42,950
+الأول خطوة هتختار ال section اللي هو لو عملنا جدول
+
+74
+00:09:42,950 --> 00:09:50,250
+ال
+
+75
+00:09:50,250 --> 00:09:50,770
+section
+
+76
+00:09:59,840 --> 00:10:06,560
+أنا مش عارف ممكن أختار section أبدأ عشرين في أربعة
+
+77
+00:10:06,560 --> 00:10:19,260
+مثلا عشرين في أربعة صح؟ بالزمن
+
+78
+00:10:19,260 --> 00:10:26,720
+ال A عشرين
+
+79
+00:10:26,720 --> 00:10:38,730
+في أربعة اللي هي بتكون ال Aاتنين point او وان ال
+
+80
+00:10:38,730 --> 00:10:49,910
+I اللي
+
+81
+00:10:49,910 --> 00:10:52,150
+هو ستة تمانية اربعة
+
+82
+00:11:00,050 --> 00:11:14,650
+و ال J واحد
+
+83
+00:11:28,360 --> 00:11:37,820
+الـ C هتكون هتكون
+
+84
+00:11:37,820 --> 00:11:43,760
+دي على اتنين هي الملي ميتر دي عندي ال او دي اكم
+
+85
+00:11:43,760 --> 00:11:53,340
+عشرين على اتنين عشرة و انا
+
+86
+00:11:53,340 --> 00:12:02,700
+تحيل زي الان احسبعندي ال M هنا، إيش يساوي ال M؟ F
+
+87
+00:12:02,700 --> 00:12:10,360
+في L ال M ال
+
+88
+00:12:10,360 --> 00:12:19,540
+L مية و عشرين وال F كم؟ واحد point سبعة خمسة في
+
+89
+00:12:19,540 --> 00:12:23,820
+مية و عشرين تطلع كم؟
+
+90
+00:12:27,140 --> 00:12:31,700
+احسبوها واحد point سبعة خمسة في اتنين تلاتة و نص
+
+91
+00:12:31,700 --> 00:12:40,260
+في اتنين سبعة في تلاتة واحد و عشرين نيوتن
+
+92
+00:12:40,260 --> 00:12:53,580
+متر وال
+
+93
+00:12:53,580 --> 00:12:54,620
+R هي F تساوي
+
+94
+00:12:58,290 --> 00:13:05,870
+ساوة C مرة
+
+95
+00:13:05,870 --> 00:13:17,930
+و هحسب Sigma X و
+
+96
+00:13:17,930 --> 00:13:24,670
+هحسب Tau XZ
+
+97
+00:13:31,450 --> 00:13:37,810
+بعدين من more circle من more circle
+
+98
+00:13:37,810 --> 00:13:43,850
+اه
+
+99
+00:13:43,850 --> 00:13:50,090
+يعني هحسب ممكن احسب tau maximum يعني اذا بدنا نعمل
+
+100
+00:13:50,090 --> 00:13:54,850
+more circle بلزم نقش اوجد ال center بتاع more
+
+101
+00:13:54,850 --> 00:13:58,490
+circle اللي هو sigma x زي sigma y على 2 صح؟
+
+102
+00:14:00,740 --> 00:14:07,160
+سيجما اكس زي سيجما واي على اتنين سواء سيجما اكس
+
+103
+00:14:07,160 --> 00:14:12,520
+على اتنين Ic
+
+104
+00:14:12,520 --> 00:14:20,720
+و
+
+105
+00:14:20,720 --> 00:14:28,930
+ال radiusتاع more circle هكون جزر تربيعي ل sigma x
+
+106
+00:14:28,930 --> 00:14:37,950
+على 2 لكل تربيع زي ال tau xy تربيع يعني هنحسب ال
+
+107
+00:14:37,950 --> 00:14:42,510
+radius ل
+
+108
+00:14:42,510 --> 00:14:52,230
+mega Pascal ل more circle اللي هي بتساوي
+
+109
+00:14:55,620 --> 00:15:04,200
+tau max بعدين
+
+110
+00:15:04,200 --> 00:15:10,080
+هستخدم design theory مثلا بدأ استخدم ال distortion
+
+111
+00:15:10,080 --> 00:15:17,400
+energy تليه نحكي distortion use distortion energy
+
+112
+00:15:17,400 --> 00:15:22,280
+theory حكي ان ال tau max
+
+113
+00:15:25,150 --> 00:15:36,030
+هتكون تستوي SSY على N Design او ال N بتساوي
+
+114
+00:15:36,030 --> 00:15:43,010
+SSY على Tau Max وشوف
+
+115
+00:15:43,010 --> 00:15:52,490
+اذا اربع او اكتر بيكون الحل شغلي صحيح طيب ال SSY
+
+116
+00:15:52,490 --> 00:15:53,010
+ايش بتساوي
+
+117
+00:15:56,220 --> 00:16:00,400
+في حالة distortion energy theory احنا عاكي النظرات
+
+118
+00:16:00,400 --> 00:16:07,200
+كلها نفس الاشي ان ال tau max يستوى SSY على N بس
+
+119
+00:16:07,200 --> 00:16:11,320
+اللي بيختلف في ال definition تاع ال SSY وظبط ال
+
+120
+00:16:11,320 --> 00:16:16,560
+SSY هتكون point خمسة SY
+
+121
+00:16:16,560 --> 00:16:22,920
+يعني هتكون تساوي point خمس سبعة سبعة
+
+122
+00:16:27,760 --> 00:16:37,420
+في الأسواع اللي هي متين وستة وسبعين هي
+
+123
+00:16:37,420 --> 00:16:46,880
+نحصل factor of safety نعم
+
+124
+00:16:46,880 --> 00:16:49,180
+أكمل
+
+125
+00:16:57,220 --> 00:17:04,180
+عشان سرة ممكن اعمل اكسل شيط اكسل
+
+126
+00:17:04,180 --> 00:17:04,820
+شيط
+
+127
+00:17:26,050 --> 00:17:31,290
+يعني هعمل .. انا هعمله أفقي عندي هنا رقم واحد
+
+128
+00:17:31,290 --> 00:17:38,470
+بعدين عندي ال
+
+129
+00:17:38,470 --> 00:17:50,370
+.. ال parameter أو ال variable بعدين
+
+130
+00:17:50,370 --> 00:17:51,570
+ال symbol بتاعه
+
+131
+00:17:58,070 --> 00:18:25,550
+و بعدين ال unit و بعدين ال value طيب
+
+132
+00:18:25,550 --> 00:18:26,790
+أول شي احنا عايش
+
+133
+00:18:31,170 --> 00:18:41,350
+اللي هو ال section هحكي
+
+134
+00:18:41,350 --> 00:18:49,010
+ال value بتاعتي اللي هو عشرين في أربع صح بعدين
+
+135
+00:18:49,010 --> 00:18:53,630
+هحسب ال OD ال
+
+136
+00:18:53,630 --> 00:18:57,350
+outside diameter
+
+137
+00:19:01,040 --> 00:19:13,320
+اللي هو ال OD ال
+
+138
+00:19:13,320 --> 00:19:19,500
+unit بتاعته millimeter الحلقة ده إيش هتكون ال OD؟
+
+139
+00:19:19,500 --> 00:19:21,160
+عشرين صح؟
+
+140
+00:19:28,710 --> 00:19:32,790
+و بعدين هحسب ال C اللي هو ال radius ال outside
+
+141
+00:19:32,790 --> 00:19:36,150
+radius
+
+142
+00:19:36,150 --> 00:19:44,030
+اللي
+
+143
+00:19:44,030 --> 00:19:52,770
+هو دي أحكي ال C أو
+
+144
+00:19:52,770 --> 00:19:56,670
+R صح؟ millimeter
+
+145
+00:19:59,740 --> 00:20:08,980
+هيكون بالثانوية والعشرين على اتنين طيب
+
+146
+00:20:08,980 --> 00:20:13,340
+من الجدول بلزمنا
+
+147
+00:20:13,340 --> 00:20:18,680
+مساحة المقطع ال A وال
+
+148
+00:20:18,680 --> 00:20:22,760
+I وال J صح؟ يعني نحكي هاي .. نحكي الرمز الأول عند
+
+149
+00:20:22,760 --> 00:20:26,540
+ال A وال
+
+150
+00:20:26,540 --> 00:20:38,180
+Iو الـ J ال
+
+151
+00:20:38,180 --> 00:20:44,300
+A لـ cross sectional area cross sectional
+
+152
+00:20:44,300 --> 00:20:52,820
+area اللي
+
+153
+00:20:52,820 --> 00:21:01,680
+هي هتكون centimeter تربيعأكمل اعطينا ايه هو؟ نين
+
+154
+00:21:01,680 --> 00:21:09,220
+فاصلة صفر واحد نين فاصلة صفر واحد واحد بعدين هنا
+
+155
+00:21:09,220 --> 00:21:20,700
+ال .. اللي هو cross moment moment
+
+156
+00:21:20,700 --> 00:21:21,760
+of inertia
+
+157
+00:21:31,240 --> 00:21:37,180
+of moment of area moment بنعرفش area moment
+
+158
+00:21:37,180 --> 00:21:45,760
+اللي
+
+159
+00:21:45,760 --> 00:21:48,620
+هي ال sound meter أربعة
+
+160
+00:21:57,270 --> 00:22:07,510
+طيب ماطينها أكم؟ سفر بس بس سفر ثمانية أربعة دي
+
+161
+00:22:07,510 --> 00:22:15,930
+هذي هتكون area polar polar هو مكتوب دي على الشاشة
+
+162
+00:22:15,930 --> 00:22:19,570
+برضه
+
+163
+00:22:19,570 --> 00:22:22,910
+هتكون
+
+164
+00:22:22,910 --> 00:22:26,270
+هذي أكم واحد نعم
+
+165
+00:22:28,070 --> 00:22:37,570
+أخدنا القدرة من ال table هي صح اللي بتحكي نعم؟ طيب
+
+166
+00:22:37,570 --> 00:22:49,430
+بعد ال I و الج إيش حسبنا؟ بدنا نحسب اللي هو normal
+
+167
+00:22:56,950 --> 00:23:08,870
+stress اللي هي sigma X هي ميجا باسكال بتساوي
+
+168
+00:23:08,870 --> 00:23:17,250
+إيش النمر ال stress اللي هي .. هنحكي التالي يعني
+
+169
+00:23:17,250 --> 00:23:22,230
+النمر ال stress due to axial
+
+170
+00:23:29,630 --> 00:23:37,190
+load ملزم نقش ال axel load ال
+
+171
+00:23:37,190 --> 00:23:40,950
+axel load
+
+172
+00:23:40,950 --> 00:23:53,090
+اللي هو P كيلو نيوتن تسعة هذه هتساوي
+
+173
+00:24:01,120 --> 00:24:11,420
+اللي هي P على ال area انت
+
+174
+00:24:11,420 --> 00:24:15,660
+طلع انت بدك تحول ال .. يعني هتضرب التسعة في عشر
+
+175
+00:24:15,660 --> 00:24:22,000
+أقصى تلاتة و ال area هتقسم على عشر أقص ناقص أربعة
+
+176
+00:24:24,430 --> 00:24:27,630
+مظبوط يعني هتضرب ال .. بعدين هتضرب في عشرة أص ناقص
+
+177
+00:24:27,630 --> 00:24:32,030
+ستة سيغناق .. ده هتضرب هذا في عشرة معناته هذا حس
+
+178
+00:24:32,030 --> 00:24:48,470
+سوى عشرة في على .. على هذه بعدين
+
+179
+00:24:48,470 --> 00:24:50,510
+ده normal stress
+
+180
+00:24:57,670 --> 00:25:06,030
+not stressed due due
+
+181
+00:25:06,030 --> 00:25:12,710
+to bending moment بدنايه
+
+182
+00:25:12,710 --> 00:25:16,410
+بلاقياش ال
+
+183
+00:25:16,410 --> 00:25:17,930
+bending moment moment
+
+184
+00:25:31,250 --> 00:25:38,350
+اللي هى M يبقى ال bending point إيش بدناه ال
+
+185
+00:25:38,350 --> 00:25:43,130
+bending ال .. ال .. ال .. ال transverse load اللي
+
+186
+00:25:43,130 --> 00:25:51,390
+هى HF ال transverse load
+
+187
+00:25:51,390 --> 00:25:54,530
+اللي
+
+188
+00:25:54,530 --> 00:26:01,950
+هو كيلو نيوتن أكتر ما أعطينيهاواحد وانت سبعة خمسة
+
+189
+00:26:01,950 --> 00:26:09,610
+كيلو نيوتن بندق moment هتكون تساوي بدك اللي هو
+
+190
+00:26:09,610 --> 00:26:12,930
+length
+
+191
+00:26:12,930 --> 00:26:14,210
+of county labor
+
+192
+00:26:28,260 --> 00:26:44,440
+اللي هو قل ملي متر مية و عشرين مضمونه هتكون طيب
+
+193
+00:26:44,440 --> 00:26:50,560
+هذا هتكون نيوتن متر
+
+194
+00:26:50,560 --> 00:26:55,080
+هتكون
+
+195
+00:26:55,080 --> 00:27:04,450
+هذه اللي هوتسميها دي SX SXA
+
+196
+00:27:04,450 --> 00:27:14,590
+اه
+
+197
+00:27:14,590 --> 00:27:18,490
+عشان
+
+198
+00:27:18,490 --> 00:27:26,030
+في S Y مش
+
+199
+00:27:26,030 --> 00:27:26,330
+خلاص
+
+200
+00:27:40,320 --> 00:27:44,120
+طيب طيب بعد عند هنا
+
+201
+00:28:00,040 --> 00:28:07,140
+طيب هذه هتكون برضه ميجا باسكال هتكون
+
+202
+00:28:07,140 --> 00:28:13,000
+تستاوى هتساوى
+
+203
+00:28:13,000 --> 00:28:19,280
+M في C في
+
+204
+00:28:19,280 --> 00:28:21,360
+عشرة على I
+
+205
+00:28:28,150 --> 00:28:32,810
+يعني انا عندي يعني ايه اللي هسوي عندي M في C على I
+
+206
+00:28:32,810 --> 00:28:43,390
+الوحدات M في C على I عندي هين .. هين نيوتر متر و
+
+207
+00:28:43,390 --> 00:28:47,670
+ال C ملي متر حضوره في عشرة أقل سالب تلاتة عشان C
+
+208
+00:28:47,670 --> 00:28:53,670
+المتر مظبوط و ال I سامة متر مصر أربعة هتكون عشرة
+
+209
+00:28:53,670 --> 00:28:57,530
+عشرة أقل سالب تمانية
+
+210
+00:28:59,960 --> 00:29:11,160
+وهى نضرف عشرة والسالب ستة يعنى هتكون عندك السالب
+
+211
+00:29:11,160 --> 00:29:22,480
+تسعة يعني نقسمها لعشرة هذه نقسمها
+
+212
+00:29:22,480 --> 00:29:22,900
+لعشرة
+
+213
+00:29:29,760 --> 00:29:36,400
+طيب أكد هيك صح؟
+
+214
+00:29:36,400 --> 00:29:41,700
+قسمنا على عشرة معناته
+
+215
+00:29:41,700 --> 00:29:50,520
+ال total axial stress
+
+216
+00:29:50,520 --> 00:29:54,180
+اللي
+
+217
+00:29:54,180 --> 00:29:54,440
+هو
+
+218
+00:30:02,030 --> 00:30:17,390
+هكون ميجا باسكال بيكون بيساوي هذه زاد هذه وده
+
+219
+00:30:17,390 --> 00:30:21,250
+نحسب اللي
+
+220
+00:30:21,250 --> 00:30:22,710
+هو maximum shear
+
+221
+00:30:37,960 --> 00:30:42,800
+stress اه لسه .. لسه هي باللي بدنا نحسب إيه؟ بدنا
+
+222
+00:30:42,800 --> 00:30:46,560
+نحسب ..
+
+223
+00:30:46,560 --> 00:30:51,860
+بدنا نحسب اللي هو ال .. the original shear stress
+
+224
+00:30:51,860 --> 00:30:56,960
+.. the original shear
+
+225
+00:31:02,550 --> 00:31:09,390
+stress اللي هي ال tau xz
+
+226
+00:31:09,390 --> 00:31:16,130
+ميجا باسكال هتكون
+
+227
+00:31:16,130 --> 00:31:23,710
+تستاوي ال torque مش
+
+228
+00:31:23,710 --> 00:31:29,930
+موجود؟ طيب ال
+
+229
+00:31:29,930 --> 00:31:30,350
+torque
+
+230
+00:31:35,450 --> 00:31:42,250
+اللي هو T Newton
+
+231
+00:31:42,250 --> 00:31:59,150
+متر 72 هذا هتساوي ال torque في R اللي هي هذه على J
+
+232
+00:31:59,150 --> 00:32:02,550
+على عشرة
+
+233
+00:32:05,940 --> 00:32:13,160
+ماعرف اه ماهي نفس الاشي هتكون ال maximum shear
+
+234
+00:32:13,160 --> 00:32:17,160
+stress اللي
+
+235
+00:32:17,160 --> 00:32:27,360
+هي tau max mega Pascal هتساوي
+
+236
+00:32:27,360 --> 00:32:28,680
+square root
+
+237
+00:32:32,980 --> 00:32:40,580
+سيجما اكس على اتنين سيجما
+
+238
+00:32:40,580 --> 00:33:00,320
+اكس على اتنين كل تربيع زاد طيب
+
+239
+00:33:02,900 --> 00:33:10,940
+ال C كانت ال syntax نعم مش هتلزمنا خلنا كده ندحس
+
+240
+00:33:10,940 --> 00:33:18,100
+بال yield strength yield strength in share
+
+241
+00:33:18,100 --> 00:33:21,700
+according
+
+242
+00:33:21,700 --> 00:33:29,280
+to
+
+243
+00:33:29,280 --> 00:33:31,920
+distortion energy theory
+
+244
+00:33:34,960 --> 00:33:44,040
+هذا هتكون S S Y ميجا
+
+245
+00:33:44,040 --> 00:33:47,880
+بسكال الهوضان
+
+246
+00:33:47,880 --> 00:34:00,660
+دي يكون عندهين ال yield strength اللي
+
+247
+00:34:00,660 --> 00:34:01,720
+هي S Y
+
+248
+00:34:10,330 --> 00:34:23,850
+هذه هتكون تستاوي point 77 طيب
+
+249
+00:34:32,180 --> 00:34:36,120
+معناته حيجي بعد هيك اللي هو ال factor of safety
+
+250
+00:34:36,120 --> 00:34:41,740
+صح؟ factor of
+
+251
+00:34:41,740 --> 00:34:46,720
+safety هو
+
+252
+00:34:46,720 --> 00:34:50,260
+n بالساعة
+
+253
+00:34:50,260 --> 00:34:56,140
+هذا على tau max
+
+254
+00:35:03,160 --> 00:35:06,820
+بنعمل اكتر من اربعة فهذا لا يتوفر معناته هنروح
+
+255
+00:35:06,820 --> 00:35:10,600
+نغير اللي
+
+256
+00:35:10,600 --> 00:35:17,700
+عنده ال section خلنا ناخده ناخده مثلا نعتبره نحكي
+
+257
+00:35:17,700 --> 00:35:26,100
+خمسين في اربعة خمسين في اربعة هذه خمسين خلنا نحكي
+
+258
+00:35:26,100 --> 00:35:31,880
+خمسين
+
+259
+00:35:33,500 --> 00:35:43,200
+خمسين فى أربعة ايه انا هاتكون؟ نعم اه
+
+260
+00:35:43,200 --> 00:35:45,900
+ممكن تعمل value one value two value three تعمل كذا
+
+261
+00:35:45,900 --> 00:35:52,160
+عامل بسير اه هو التالى يعني تحكي عن تانى عشرين فى
+
+262
+00:35:52,160 --> 00:35:57,060
+أربعة كده هو بيحكي لك تعمل value two
+
+263
+00:36:05,060 --> 00:36:13,840
+هتكون عندي هنا خمسين في أربع عندي هنا ال O D خمسين
+
+264
+00:36:13,840 --> 00:36:23,020
+ال O D طيب
+
+265
+00:36:23,020 --> 00:36:29,220
+ال cross section هتجيبها من ال table اللي
+
+266
+00:36:29,220 --> 00:36:32,240
+هو عندك ال A اللي هي خمسة point سبعة سبعة تمانية
+
+267
+00:36:36,260 --> 00:36:47,460
+وال I خمس عشر point و ال J ال
+
+268
+00:36:47,460 --> 00:36:53,040
+J تلاتين
+
+269
+00:36:53,040 --> 00:36:59,640
+تمانية و عشرة طيب
+
+270
+00:36:59,640 --> 00:37:01,240
+هذه زي ما هي
+
+271
+00:37:06,770 --> 00:37:08,790
+و ال north to south slot اللي هي قاعدة زي ما هي
+
+272
+00:37:08,790 --> 00:37:13,670
+بتظلها ال
+
+273
+00:37:13,670 --> 00:37:26,710
+trans slot زي ما هو قاعد و قاعد زي ما هي طيب
+
+274
+00:37:26,710 --> 00:37:29,830
+نزل ال stress
+
+275
+00:37:41,150 --> 00:37:49,870
+هذا كله محسوب صح؟
+
+276
+00:37:49,870 --> 00:37:53,030
+كبير
+
+277
+00:37:53,030 --> 00:38:07,250
+كتير، معناه تخليني اخد value three يعني
+
+278
+00:38:07,250 --> 00:38:14,250
+ممكن اخد اتنين و اربعينخلنا نحكي في خمسة اتنين
+
+279
+00:38:14,250 --> 00:38:22,350
+واربعين في خمسة انا
+
+280
+00:38:22,350 --> 00:38:33,710
+هكون واحد وعشرين صح اتنين واربعين خلنا
+
+281
+00:38:33,710 --> 00:38:37,870
+نسحب كلهم بعدين بنظبط علشان هتتظبط ماشي
+
+282
+00:38:40,500 --> 00:38:49,020
+لأ مش هعمل اللي حاله لأ فى عندى هدى صح ال A ال A و
+
+283
+00:38:49,020 --> 00:39:01,060
+ال I و ال J ال A أكم 8 0 9 و ال I ال
+
+284
+00:39:01,060 --> 00:39:07,040
+I أكم ال I عشرة point تلتاشر
+
+285
+00:39:11,480 --> 00:39:24,220
+هو ال J و هو الضعفة عشرين فاصلة ماشي
+
+286
+00:39:24,220 --> 00:39:34,840
+معناه انت ممكن تكون high value أربعة
+
+287
+00:39:42,090 --> 00:39:44,690
+هنحكي التلات .. هنجرب تلاتين في خمسة شوفوا إيش
+
+288
+00:39:44,690 --> 00:39:47,990
+سيصبح معناه تلاتين في خمسة و اكتبوا ال A و I و J
+
+289
+00:39:47,990 --> 00:39:52,390
+ال
+
+290
+00:39:52,390 --> 00:40:04,890
+A و I و J كتبتوهم؟ طيب تلاتين في خمسة يعني تلاتين
+
+291
+00:40:20,130 --> 00:40:26,150
+هنا عند ال A و ال I و ال J ال A اكم ال A تلاتة
+
+292
+00:40:26,150 --> 00:40:29,550
+فاصلة تسعة اتنين خمسة تلاتة فاصلة تسعة اتنين خمسة
+
+293
+00:40:29,550 --> 00:40:38,190
+و ال I اسمه تلاتة فاصلة واحد تسعة اتنين و ال J ستة
+
+294
+00:40:38,190 --> 00:40:46,110
+ستة فاصلة تلاتة تمانية واحد معناته
+
+295
+00:40:46,110 --> 00:40:47,350
+هتكون اللي هي اربعين
+
+296
+00:40:53,220 --> 00:41:01,060
+value خمسة هتكون نعم بيختلف
+
+297
+00:41:01,060 --> 00:41:09,360
+اتنين و اربعين في اربعة هي اتنين و اربعين هنشيل
+
+298
+00:41:09,360 --> 00:41:12,480
+اللي هو ال A و I و J
+
+299
+00:41:16,170 --> 00:41:20,870
+A في ال A اكتر
+
+300
+00:41:20,870 --> 00:41:30,350
+اه
+
+301
+00:41:30,350 --> 00:41:34,370
+هذا اه 42 طيب
+
+302
+00:41:34,370 --> 00:41:43,310
+ال A اكم 4.773 وال I 8.7178.7
+
+303
+00:41:46,270 --> 00:41:56,030
+هذه سبعتاش؟ اه سبعتاش فاصلة اربعة تلاتين يعني
+
+304
+00:41:56,030 --> 00:42:03,070
+يعني هذا احسن خمسة فاصلة اتنين و خمسة فاصلة اتنين
+
+305
+00:42:03,070 --> 00:42:09,410
+ستة اللي هي value دلوقتي اه لاحظ في اشي غلط هنا في
+
+306
+00:42:09,410 --> 00:42:09,830
+ايه؟
+
+307
+00:42:21,640 --> 00:42:26,100
+خليني أمسح هادول كلهم
+
+308
+00:42:26,100 --> 00:42:35,480
+اه
+
+309
+00:42:35,480 --> 00:42:48,880
+كان فيش غلط يعني
+
+310
+00:42:48,880 --> 00:42:55,380
+أقرب واحداللي هو ال section 42 في أربعة بيعطينا
+
+311
+00:42:55,380 --> 00:42:58,240
+realized factor of safety في ال factor of safety
+
+312
+00:42:58,240 --> 00:43:03,340
+الأساسي هو أربعة لكن الحقيقة طبق لل section
+
+313
+00:43:03,340 --> 00:43:05,480
+الحقيقي هو ده هو realized factor of safety اللي هو
+
+314
+00:43:05,480 --> 00:43:11,080
+أربعة point خمسة في ال design
+
+315
+00:43:11,080 --> 00:43:17,200
+هو في المثل أنا بحكيلك في ال designer المصمم
+
+316
+00:43:21,080 --> 00:43:25,840
+بنانة على كذا شغل على ال application مثلا اذا ..
+
+317
+00:43:25,840 --> 00:43:31,420
+مثلا في .. نحكي المحرك النفاذ بتاع الطيارة ال ..
+
+318
+00:43:31,420 --> 00:43:34,360
+ال .. نحكي الفرشاة بتاع المحرك، بدك factor of
+
+319
+00:43:34,360 --> 00:43:37,640
+safety عالي كتير، عندك حرارة عالية جدا و عندك اي
+
+320
+00:43:37,640 --> 00:43:42,880
+عطل فيها فقد للارواح حسب يعني، حسب ال application
+
+321
+00:43:42,880 --> 00:43:48,460
+ممكن نطلب أقل من واحد؟ إيش رأيك أنت؟ لأ يعني إذا
+
+322
+00:43:48,460 --> 00:43:49,740
+بديها طول قبل ما تسمع
+
+323
+00:44:03,060 --> 00:44:08,900
+ممكن تعمله انه انا شاسمه زي يصل load معين حيث ان
+
+324
+00:44:08,900 --> 00:44:16,040
+فيه كسر اه
+
+325
+00:44:16,040 --> 00:44:17,500
+طبعا في شغلتها
+
+326
+00:44:21,540 --> 00:44:26,140
+طيب فى سؤال تانى .. هيك و كده خلصنا و حذرا تاكوا
+
+327
+00:44:26,140 --> 00:44:26,560
+العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..86250883a36c38416b16e30b3aa34300b162833a
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_postprocess.srt
@@ -0,0 +1,1416 @@
+1
+00:00:02,310 --> 00:00:05,090
+بسم الله الرحمن الرحيم السلام عليكم و مرحبا الله
+
+2
+00:00:05,090 --> 00:00:09,870
+وبركاته هنكمل في مادة تصميم الألات واحد المره فاتت
+
+3
+00:00:09,870 --> 00:00:14,250
+بدنا نحكي عن Castellano theorem كيف نستخدم الحساب
+
+4
+00:00:14,250 --> 00:00:21,230
+ال deflections حلينا مثال اليوم هنكمل هنستخدم برضه
+
+5
+00:00:21,230 --> 00:00:24,730
+Castellano theorem عشان حسابات ال deflections في
+
+6
+00:00:24,730 --> 00:00:33,120
+ال curved beams لأن انا عندي هنا بينةCurve beam
+
+7
+00:00:33,120 --> 00:00:43,000
+على شكل دائرة وفيه بتأثر force طاندل اللي هو ال
+
+8
+00:00:43,000 --> 00:00:49,140
+radius بتاعالسينتروديال اكسس R كابيتال و لأنه care
+
+9
+00:00:49,140 --> 00:00:54,120
+بيه ال neutral axis مش هينطبق على ال central axis
+
+10
+00:00:54,120 --> 00:00:58,760
+يعني هكون لجوه شوية و في some eccentricity E بين
+
+11
+00:00:58,760 --> 00:01:04,760
+ال neutral axis و ال central axis لو أخدت عملة cut
+
+12
+00:01:04,760 --> 00:01:12,010
+على أى زاوية ثتاأخدت ال free body diagram الجزء
+
+13
+00:01:12,010 --> 00:01:16,850
+هذا أو الجزء التاني احنا هنا ماخدين الجزء التاني
+
+14
+00:01:16,850 --> 00:01:21,630
+هذا ال free body diagram هيكون فيه عندى طبعا فيه
+
+15
+00:01:21,630 --> 00:01:29,370
+force F اه يعني ال force هذي F خديني أاخد الجزء
+
+16
+00:01:29,370 --> 00:01:33,050
+يعني
+
+17
+00:01:33,050 --> 00:01:37,570
+لو أخدت هو
+
+18
+00:01:37,570 --> 00:01:38,330
+جايب زهياج
+
+19
+00:01:48,520 --> 00:01:56,220
+و هاي F خدت at any angle θ لو
+
+20
+00:01:56,220 --> 00:02:08,440
+خدت هذا الإلمين و طلعته برا عندي
+
+21
+00:02:08,440 --> 00:02:14,380
+هاي هنا F هتكون
+
+22
+00:02:14,380 --> 00:02:15,160
+عكسها F
+
+23
+00:02:18,910 --> 00:02:23,990
+و الفرصة فيها تحاول تعمل moment بعكس عقارب الساعة
+
+24
+00:02:23,990 --> 00:02:37,350
+هتكون في moment معاكسة باتجاه عقارب الساعة اللف
+
+25
+00:02:37,350 --> 00:02:43,330
+هذا ممكن احلله two components واحدة باتجاه هذا F
+
+26
+00:02:43,330 --> 00:02:47,130
+radial او
+
+27
+00:02:47,130 --> 00:02:55,400
+لتجاه العموديف ثتا لو أخدت الجزء التاني
+
+28
+00:02:55,400 --> 00:03:10,260
+هتكون
+
+29
+00:03:10,260 --> 00:03:16,580
+هذي عكس هذي ال M هتكون هذي ال M وال
+
+30
+00:03:16,580 --> 00:03:28,340
+F هتكون العكسو فعلها هيكون Fr Fθ
+
+31
+00:03:28,340 --> 00:03:36,500
+زي ما انتوا شايفين الان
+
+32
+00:03:36,500 --> 00:03:41,260
+طبعا عندى ال section ده بأثر عندى اللي هو ال
+
+33
+00:03:41,260 --> 00:03:48,520
+moment M و radial component Frهو axial component
+
+34
+00:03:48,520 --> 00:03:53,960
+Fθ معناته هدول كلهم بيعملوها strain energy
+
+35
+00:03:53,960 --> 00:03:58,460
+بيعملوها strain energy في ال killer beam يعني
+
+36
+00:03:58,460 --> 00:04:00,400
+معناته في عندك strain energy due to bending moment
+
+37
+00:04:00,400 --> 00:04:07,050
+M في strain energy due to axial force Fثيتا وفي
+
+38
+00:04:07,050 --> 00:04:12,130
+strain due to transverse force F R وفي bending
+
+39
+00:04:12,130 --> 00:04:16,890
+moment due to F ثيتا يعني الأن أنا جايب ال forces
+
+40
+00:04:16,890 --> 00:04:20,910
+و ال moments عند ال centroidal axis لكن أنا عند ال
+
+41
+00:04:20,910 --> 00:04:25,190
+neutral axis لجوه شوية و انا بتقول F ثيتا هتعمل
+
+42
+00:04:25,190 --> 00:04:30,210
+bending moment يعني في combined effect moment مع
+
+43
+00:04:30,210 --> 00:04:31,530
+axial force هيكون
+
+44
+00:04:37,900 --> 00:04:41,480
+الان اول الشي نحكي اللى هو ال strain energy due to
+
+45
+00:04:41,480 --> 00:04:46,500
+ان احنا عندنا اربع اربع strain energy components
+
+46
+00:04:46,500 --> 00:04:49,500
+احنا حكينا اول الشي عندنا ال bending moment يعني
+
+47
+00:04:49,500 --> 00:04:52,220
+ال strain energy due to bending moment اللي هي
+
+48
+00:04:52,220 --> 00:04:54,380
+هتكون تكامل U
+
+49
+00:05:05,250 --> 00:05:14,190
+due to bending هتكون تكامل M² dx
+
+50
+00:05:14,190 --> 00:05:17,350
+نعم
+
+51
+00:05:17,350 --> 00:05:25,990
+dx الأساس على 2EI
+
+52
+00:05:25,990 --> 00:05:31,710
+اذا فاكرين مظبوط انا
+
+53
+00:05:31,710 --> 00:05:38,480
+عند ال dxلو أخد الـDθ هذه
+
+54
+00:05:38,480 --> 00:05:51,580
+هي الـDX صح الـDX ستش الساوية R Dθ والـI
+
+55
+00:05:51,580 --> 00:05:56,920
+إذا نرجع لجوه في ال chapter تلاتة في ال curve
+
+56
+00:05:56,920 --> 00:05:57,300
+beams
+
+57
+00:07:03,760 --> 00:07:12,940
+في ال cured beams احنا اعطينا معادلة تقريبا لل
+
+58
+00:07:12,940 --> 00:07:17,640
+eccentricity ال E اللي هي بس بين ال neutral axis و
+
+59
+00:07:17,640 --> 00:07:23,620
+ال centroidal axis E تقريبا
+
+60
+00:07:23,620 --> 00:07:36,410
+بالساوية I على RC في Aبتساوي I ال R الصيني في
+
+61
+00:07:36,410 --> 00:07:44,130
+الحالة هدايش R capital صح؟ في A معناته ال I هتكون
+
+62
+00:07:44,130 --> 00:07:48,250
+تساوي ERA
+
+63
+00:07:48,250 --> 00:07:58,670
+معناته هذه هتصير تكامل M square R D thetaعلى اتنين
+
+64
+00:07:58,670 --> 00:08:07,290
+E ال I اللي هي E R A يعني هتروح R مع R هصير تكامل
+
+65
+00:08:07,290 --> 00:08:15,390
+M Square D Theta على اتنين E E A
+
+66
+00:08:28,050 --> 00:08:32,350
+اللي هي المعادلة هذه وال
+
+67
+00:08:32,350 --> 00:08:36,190
+ايه احنا حكينا اللي هي ال R minus RN ال
+
+68
+00:08:36,190 --> 00:08:40,510
+eccentricity هذا
+
+69
+00:08:40,510 --> 00:08:45,530
+بالنسبة لل bending فاندي ال strain due to axial
+
+70
+00:08:45,530 --> 00:08:53,570
+force اندي
+
+71
+00:08:53,570 --> 00:08:54,730
+يا عزيزي ثانوية تكامل
+
+72
+00:08:58,090 --> 00:09:08,050
+m² dθ على اتنين a e a و ال u θ ال u ت أكس ال force
+
+73
+00:09:08,050 --> 00:09:25,770
+هتكون تكامل f θ square dx على اتنين e a بظهر طيب
+
+74
+00:09:27,230 --> 00:09:39,370
+يعني هتكون التكامل F²θRdθ2Ea
+
+75
+00:09:39,370 --> 00:09:44,930
+لغاية المعدلة ال component تالتة
+
+76
+00:09:48,650 --> 00:09:53,810
+اللي هي ال .. ال combined effect بين ال moment و
+
+77
+00:09:53,810 --> 00:09:58,450
+ال axial force F theta طبعا في الكتاب حاطط مرجع
+
+78
+00:09:58,450 --> 00:10:00,650
+ترجع على كتاب معين عشان تشوف ال derivation تاعة
+
+79
+00:10:00,650 --> 00:10:06,230
+إذا بدكوا حاطط نجمة ترجع و لها الان ال U بتاعة
+
+80
+00:10:06,230 --> 00:10:16,410
+نسميها U تلاتة هذه .. هذه U واحدهذا U2 U3 اللي هي
+
+81
+00:10:16,410 --> 00:10:20,590
+هتكون لسه minus طب هذا ال minus ليه جاية ال minus؟
+
+82
+00:10:21,980 --> 00:10:31,440
+لأن ال M تعمل moment في هذه الاتجاه ال Fθ هي ال
+
+83
+00:10:31,440 --> 00:10:35,560
+neutral axis تعمل moment مع أكسر عشان فهم بعكسوا
+
+84
+00:10:35,560 --> 00:10:39,660
+بعض واحد بتحاول تزوّد الزاوية و واحد بتحاول تقلل
+
+85
+00:10:39,660 --> 00:10:49,380
+الزاوية فهتكون minus تكامل M Fθ Dθ
+
+86
+00:10:51,040 --> 00:11:00,960
+على a a ال component الرابع دي تترانسفرس ال
+
+87
+00:11:00,960 --> 00:11:12,480
+force اللي هي F radio ال U أربعة هتكون تكامل C F R
+
+88
+00:11:12,480 --> 00:11:17,120
+square DX على
+
+89
+00:11:18,830 --> 00:11:26,570
+وبرضه اتنين A G يعني
+
+90
+00:11:26,570 --> 00:11:37,830
+هتكون تكامل C F R Square في R D Theta على اتنين A
+
+91
+00:11:37,830 --> 00:11:39,550
+G
+
+92
+00:11:42,500 --> 00:11:46,260
+الـ Total Stainage هتكون مجموعهم U الكلية هتكون U
+
+93
+00:11:46,260 --> 00:11:54,400
+واحد زاد U اتنين زاد U تلاتة زاد U أربع اللي هي
+
+94
+00:11:54,400 --> 00:12:00,270
+الأربع componentsهذه اللي هي due to bending وهذه
+
+95
+00:12:00,270 --> 00:12:04,670
+due to axial load وهذه due to combined effect بين
+
+96
+00:12:04,670 --> 00:12:11,690
+F θ و M وهذه due to transverse load الآن ال
+
+97
+00:12:11,690 --> 00:12:19,790
+deflection عند نقطة تأثير force F هيكون ال partial
+
+98
+00:12:19,790 --> 00:12:21,990
+derivative دي U by دي F
+
+99
+00:12:24,950 --> 00:12:30,570
+الان لما نعمل ال parse derivative لل U هندخل ال
+
+100
+00:12:30,570 --> 00:12:34,990
+parse derivative جوا كل انتجرال صح؟ يعني هتكون لما
+
+101
+00:12:34,990 --> 00:12:39,750
+ندخلها على الأول هتكون عند اتنين A E هذه constant
+
+102
+00:12:39,750 --> 00:12:46,490
+هتكون اتنين M في DM by DFيعني هتكون عندك تكامل M
+
+103
+00:12:46,490 --> 00:12:52,350
+على A E E في D M by D F D Theta زاد ال term التاني
+
+104
+00:12:52,350 --> 00:12:56,750
+هتكون اتنين F Theta D F Theta by D Theta و اتنين
+
+105
+00:12:56,750 --> 00:13:02,270
+مع اتنين في المقام بيصير F Theta R على A E في D F
+
+106
+00:13:02,270 --> 00:13:08,950
+Theta by D F D Theta minus ال derivative لاتنين
+
+107
+00:13:08,950 --> 00:13:14,150
+هذول مع بعضمينوس واحد عال ا اي اي دي ام اف ثيتا
+
+108
+00:13:14,150 --> 00:13:20,670
+باي دي اف دي ثيتا زائد هتكون CFR R كابيتال عال ا
+
+109
+00:13:20,670 --> 00:13:27,010
+جي دي اف ار باى دي اف دي ثيتا الان نروح على ال
+
+110
+00:13:27,010 --> 00:13:29,810
+free weight diagram ال moment ايش بتساوي قيمة ال
+
+111
+00:13:29,810 --> 00:13:37,090
+moment ال moment بتساوي هاي
+
+112
+00:13:37,090 --> 00:13:37,910
+المسافة هادة
+
+113
+00:13:44,930 --> 00:13:49,430
+معناته ال M بالساوية
+
+114
+00:13:49,430 --> 00:14:02,050
+F R Sin Theta منها بنحصل DM by DF اللي هي هتكون R
+
+115
+00:14:02,050 --> 00:14:04,030
+Sin Theta
+
+116
+00:14:06,680 --> 00:14:12,640
+و ال Fθ ما هي ال Fθ وال F are components من F
+
+117
+00:14:15,510 --> 00:14:26,170
+هتكون تساوي F sin θ يعني ال Df θ by Df بساوية sin
+
+118
+00:14:26,170 --> 00:14:38,430
+θ وال F R بساوية F cos θ يعني ال Df R by Df بساوية
+
+119
+00:14:38,430 --> 00:14:39,990
+cos θ
+
+120
+00:14:42,290 --> 00:14:48,910
+عندي ال term الرابع اللي هو M Fθ
+
+121
+00:14:48,910 --> 00:14:54,170
+شو تساوي؟ هاي ال M هتساوي F square
+
+122
+00:15:01,120 --> 00:15:14,680
+Sin Square Theta معناته D ل M F Theta By DF هتكون
+
+123
+00:15:14,680 --> 00:15:22,700
+ساوى اتنين F R Sin Square Theta
+
+124
+00:15:31,600 --> 00:15:40,060
+الان انا حاجة اعوض في المعادلة هذه هعوض عن M و DM
+
+125
+00:15:40,060 --> 00:15:55,700
+by DF هعوض عن Fθ و DFθ by DF و DMFθ by DF و FR و
+
+126
+00:15:55,700 --> 00:16:01,160
+DFR by DF هعوضهم في المعادلة و اعمل تبسيط لها
+
+127
+00:16:04,170 --> 00:16:06,510
+واطلع ال constants برا بيصير معدل ال deflection
+
+128
+00:16:06,510 --> 00:16:13,280
+عند F بالساويةطيارن الثتر في الحال هتطير من zero ل
+
+129
+00:16:13,280 --> 00:16:17,760
+by ل 108 درجة هتكون ال term اول بتاع ال bending
+
+130
+00:16:17,760 --> 00:16:22,600
+اللي هو F R square على A E E integral من سفر ل by
+
+131
+00:16:22,600 --> 00:16:26,640
+ل sine square theta d theta زي ال term التاني بتاع
+
+132
+00:16:26,640 --> 00:16:29,900
+axial force اللي هو F R على A E تكامل من سفر ل by
+
+133
+00:16:29,900 --> 00:16:33,020
+sine square theta d theta ال term التالت اللي هو
+
+134
+00:16:33,020 --> 00:16:35,920
+combined effect بين ال bending و axial force
+
+135
+00:16:37,630 --> 00:16:43,750
+-2FRKPT على AE تكامل مسئولة by sin²θDθ الترم
+
+136
+00:16:43,750 --> 00:16:48,270
+الرابع هو transverse component زائد CFR على AG
+
+137
+00:16:48,270 --> 00:16:54,530
+تكامل مسئولة by cos²θDθ طبعا هذه بتعمل ال
+
+138
+00:16:54,530 --> 00:17:00,450
+integrals لل sin² تعرفوا أسوأها و ال cos²
+
+139
+00:17:02,780 --> 00:17:06,980
+وبتعوض من سفر ل by simplified بتحصل على ال term
+
+140
+00:17:06,980 --> 00:17:12,280
+هذا اللي هي ال deflection عند f اللي هي by fr2 على
+
+141
+00:17:12,280 --> 00:17:20,680
+2 a e e minus by fr على 2 a e زائد by c of r على 2
+
+142
+00:17:20,680 --> 00:17:28,260
+a g هذا بحالة ال curve بيه الآن هنقعد حالة خاصة
+
+143
+00:17:30,700 --> 00:17:36,480
+deflection of thin-cared members يعني نرجع للشكل
+
+144
+00:17:36,480 --> 00:17:46,220
+هذا مسمى R كابيتال وهذه H إذا كانت R كابيتل على H
+
+145
+00:17:46,220 --> 00:17:52,200
+كبيرة أكبر من عشرة معناته يعتبر thin يعتبر thin
+
+146
+00:17:52,200 --> 00:17:56,180
+لأن ال .. ال deflection
+
+147
+00:17:59,390 --> 00:18:03,870
+بتكون ال most dominant quantity خانة أطلع على
+
+148
+00:18:03,870 --> 00:18:11,130
+المعادلة هذه اطلع عندهين R تربيع هي اللي عنده RRR
+
+149
+00:18:11,130 --> 00:18:20,680
+و ال R أكبر بكتير من ال Hفواضح يعني انه هتكون
+
+150
+00:18:20,680 --> 00:18:27,100
+الأكثر تأثيرا اللي هي ال component due to bending
+
+151
+00:18:27,100 --> 00:18:35,300
+بعدين لاحظوا هذه minus مع هذه plus اتطلع المعادلات
+
+152
+00:18:35,300 --> 00:18:38,660
+قريبا من بعضيعني لما تجمع ال total effect تعالوا
+
+153
+00:18:38,660 --> 00:18:45,700
+يجمعلوه تقريبا بيخف كتير فالمؤثر عندي هي اللي هو
+
+154
+00:18:45,700 --> 00:18:50,220
+ال bending moment component اللي هي by fr square
+
+155
+00:18:50,220 --> 00:18:57,410
+على اتنين A E Eفي الحالة هذه إذا كانت عند ال RH
+
+156
+00:18:57,410 --> 00:19:02,230
+أكبر من عشرة بيكون ال extent رسمو يعني المسافة بين
+
+157
+00:19:02,230 --> 00:19:06,710
+ال neutral axis و ال central axis قليلة جدا
+
+158
+00:19:12,840 --> 00:19:16,660
+فاللي بتسيطر على القيمة الكلية اللي هي إيش ال
+
+159
+00:19:16,660 --> 00:19:22,140
+bending moment فالحالة دي بتستير ان دي ال U
+
+160
+00:19:22,140 --> 00:19:27,080
+بالساوية تكامل الأساسية في ال bending ال U
+
+161
+00:19:27,080 --> 00:19:34,120
+بالساوية تكامل M square DX على 2EI و ال DX اللي
+
+162
+00:19:34,120 --> 00:19:37,330
+احنا حاكيه هنا بالساوية RD θيعني انا هتصير تكاوم
+
+163
+00:19:37,330 --> 00:19:40,930
+ال M squared R D ثتا و ال Delta سوى DU على DF لسه
+
+164
+00:19:40,930 --> 00:19:47,970
+واحدة ليه I M DM Y DF R D ثتا طيب
+
+165
+00:19:47,970 --> 00:19:51,610
+نشوف ال cantilever نشوف example
+
+166
+00:20:20,190 --> 00:20:26,530
+الهوك اللي مبين معمول من سلك مقطع سلك مدور قطر
+
+167
+00:20:26,530 --> 00:20:27,210
+اتنين ملي
+
+168
+00:20:50,350 --> 00:21:12,150
+و السلك مستمتع ان الطرف هذا هذه L هذه
+
+169
+00:21:12,150 --> 00:21:16,670
+R capital و في force
+
+170
+00:21:22,440 --> 00:21:43,200
+P بتأثر عن نقطة C هذه C و هذه A و V و D ال
+
+171
+00:21:43,200 --> 00:21:47,740
+wire diameter D بسوة
+
+172
+00:21:47,740 --> 00:21:50,360
+2 mm
+
+173
+00:21:54,040 --> 00:22:02,340
+ال L معطنيها اربعين ملي ميتر اربعين
+
+174
+00:22:02,340 --> 00:22:12,960
+ملي ميتر و ال R خمسين ملي ميتر و ال force واحد
+
+175
+00:22:12,960 --> 00:22:18,000
+نيوتن يعني انا حوالي متجرام تقريبا ال force ال P
+
+176
+00:22:18,000 --> 00:22:22,340
+واحد نيوتن
+
+177
+00:22:26,710 --> 00:22:29,790
+use castellano theorem to estimate the deflection
+
+178
+00:22:29,790 --> 00:22:36,490
+at point D طيب
+
+179
+00:22:36,490 --> 00:22:45,390
+الان عندي فى force معناه ان عشان وجود deflection
+
+180
+00:22:45,390 --> 00:22:50,630
+دى بدعم ال partial لل energy بالنسبة لها force بحط
+
+181
+00:22:50,630 --> 00:22:54,130
+force يعني بفرض افرض ان فى force يعنى
+
+182
+00:23:01,300 --> 00:23:07,140
+بس يميها H Q هاخد
+
+183
+00:23:07,140 --> 00:23:18,020
+الفترة المسافة من D ل C من D ل C يعني
+
+184
+00:23:18,020 --> 00:23:27,620
+ده حكي اللي هو segment DC
+
+185
+00:23:27,620 --> 00:23:30,660
+هاخد انا at any angle
+
+186
+00:23:34,920 --> 00:23:50,920
+ثيتا باخد ال free pedagram ها
+
+187
+00:23:50,920 --> 00:23:58,580
+دي عشر ثيتا عندها الحكومة عشر Q
+
+188
+00:24:04,690 --> 00:24:14,490
+هيكون عندى الـ Q فين
+
+189
+00:24:14,490 --> 00:24:24,990
+دي عندى H moment DC صح؟ لأ خلينا نشوف هل هو الـ
+
+190
+00:24:24,990 --> 00:24:30,450
+Thin كرد دي ولا الـ Thin ال R
+
+191
+00:24:34,100 --> 00:24:40,020
+على H اللى هى ال R & D اكم خمسين ال H اللى هى
+
+192
+00:24:40,020 --> 00:24:50,230
+الاتنين ملي صح؟ خمسين على اتنين اكم خمس عشرينخمسة
+
+193
+00:24:50,230 --> 00:24:56,570
+عشرين أكبر من عشرة معناته ال assumption بتاع thin
+
+194
+00:24:56,570 --> 00:25:01,250
+curved beam بنطبق الحالة هذه معناته ال most
+
+195
+00:25:01,250 --> 00:25:05,710
+dominant term اللي هو إيش ال bending معناته حاجة
+
+196
+00:25:05,710 --> 00:25:06,370
+أحكي إنه
+
+197
+00:25:11,230 --> 00:25:16,750
+الدلتا حاجات زي انا احكي في الاول هحكي دلتا الكلية
+
+198
+00:25:16,750 --> 00:25:24,870
+دلتا due to strain energy في ال segment DC زائد
+
+199
+00:25:24,870 --> 00:25:31,330
+دلتا due to strain energy في ال segment CB زائد
+
+200
+00:25:31,330 --> 00:25:34,550
+دلتا due to strain energy في ال segment BA
+
+201
+00:25:43,390 --> 00:25:49,310
+الان عندي mdc ايه
+
+202
+00:25:49,310 --> 00:25:59,330
+شو يستاوي؟ بتستاوي بنفسها فهذه بس فهذا شو يستاوي؟
+
+203
+00:25:59,330 --> 00:26:08,290
+هذه كلها .. هذه كلها R صح؟ مظبوط؟ و هذه ايش؟ R
+
+204
+00:26:08,290 --> 00:26:14,770
+cosine معناته هذه هتكون Rفي واحد minus cosine
+
+205
+00:26:14,770 --> 00:26:26,830
+theta مظبوط؟ اذا كنت MDC بالساوية Q في R في واحد
+
+206
+00:26:26,830 --> 00:26:29,210
+minus cosine theta
+
+207
+00:26:31,940 --> 00:26:40,160
+لأن delta DC هتكون او خلينا نحسب اول شي احنا طبعا
+
+208
+00:26:40,160 --> 00:26:46,280
+عشان نحسب ال delta هحسب partial بالنسبة ليهش ل Q
+
+209
+00:26:46,280 --> 00:26:59,340
+هنا هتكون بلزان ال D M DC بالنسبة ل Q يستوي
+
+210
+00:26:59,340 --> 00:27:11,350
+Rفي 1 minus cosine theta معناته delta DC هتكون
+
+211
+00:27:11,350 --> 00:27:18,530
+تساوي تكامل تكامل
+
+212
+00:27:18,530 --> 00:27:27,770
+من 0 ل Y على 2 ل M DC على EI
+
+213
+00:27:32,060 --> 00:27:45,300
+DM DC BY DQ DX R Dθ Dθ
+
+214
+00:27:45,300 --> 00:27:57,000
+هكون تكامل من صفر لبعض على اتنين ال Q ال M DC
+
+215
+00:28:00,190 --> 00:28:12,950
+Q في R Q في R في واحد ناقص في
+
+216
+00:28:12,950 --> 00:28:19,810
+واحد minus cosine theta في DMDC by DQ اللي هي R
+
+217
+00:28:19,810 --> 00:28:27,090
+square واحد ناقص كثيرة square على EI
+
+218
+00:28:33,470 --> 00:28:45,430
+RDθ هذي بالستواء ايش؟ صفر لأنه انا 6Q0 6Q هين هذي
+
+219
+00:28:45,430 --> 00:28:47,990
+حطها زيرو بتعطينا صفر مش تعمل integration ولا فاكر
+
+220
+00:28:47,990 --> 00:28:54,630
+بال integration هذي الأولى لانخد segment CB
+
+221
+00:28:54,630 --> 00:28:55,370
+segment
+
+222
+00:29:00,640 --> 00:29:08,660
+C B يعني
+
+223
+00:29:08,660 --> 00:29:16,760
+هاخد section هنا هحك و لا عندي هاخد free body
+
+224
+00:29:16,760 --> 00:29:17,100
+diagram
+
+225
+00:29:31,570 --> 00:29:41,490
+أنا بأحكي هذا F ثتا وعندي هذا
+
+226
+00:29:41,490 --> 00:29:54,230
+Q وعندي هنا P هكون
+
+227
+00:29:54,230 --> 00:29:56,730
+عنده المسافة هذا مش الصعب هذا المسافة
+
+228
+00:30:02,590 --> 00:30:11,910
+هذه كلها ثالثة هذه هتكون الصين الزاوية هذه يعني
+
+229
+00:30:11,910 --> 00:30:21,170
+هتكون ال moment ال moment ال M CB هتكون
+
+230
+00:30:21,170 --> 00:30:25,970
+ال P في
+
+231
+00:30:25,970 --> 00:30:28,650
+R sin
+
+232
+00:30:30,950 --> 00:30:41,770
+ثيتا ناقص تسعين صح؟ هذه كل ال theta زائد
+
+233
+00:30:41,770 --> 00:30:49,330
+Q في
+
+234
+00:30:49,330 --> 00:30:52,970
+R
+
+235
+00:30:52,970 --> 00:31:06,070
+هاد المسافة Rزائد R sin 90
+
+236
+00:31:06,070 --> 00:31:10,450
+-θ صح
+
+237
+00:31:10,450 --> 00:31:18,050
+هذه R يعني هذه المسافة زاد هذه المسافة الآن
+
+238
+00:31:23,770 --> 00:31:33,930
+DMCB by DQ هتستويه R في
+
+239
+00:31:33,930 --> 00:31:37,270
+واحد
+
+240
+00:31:37,270 --> 00:31:45,890
+زائد sign تسعين minus thetaيعني انها هتكون ساوية
+
+241
+00:31:45,890 --> 00:31:51,890
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+242
+00:31:51,890 --> 00:31:52,770
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+243
+00:31:52,770 --> 00:31:55,570
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+244
+00:31:55,570 --> 00:31:57,830
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+245
+00:31:57,830 --> 00:32:00,630
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+246
+00:32:00,630 --> 00:32:02,510
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+247
+00:32:02,510 --> 00:32:03,690
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+248
+00:32:03,690 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+249
+00:32:03,710 --> 00:32:03,730
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+250
+00:32:03,730 --> 00:32:03,750
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+251
+00:32:03,750 --> 00:32:07,310
+sin
+
+252
+00:32:10,360 --> 00:32:18,680
+بصير بصير بصير بصير بصير هتكون DMC by DQ بالسواء R
+
+253
+00:32:18,680 --> 00:32:24,600
+في واحد زاد Cos θ لأن
+
+254
+00:32:24,600 --> 00:32:37,000
+هتكون Delta CB هتكون تكامل من Pi على اتنين لPi
+
+255
+00:32:41,260 --> 00:32:47,460
+طب انا بده احط q صفر يعني احط .. هسفر هيدي صح؟ بده
+
+256
+00:32:47,460 --> 00:32:53,020
+احكي هين while setting q to zero حسينا دي PR
+
+257
+00:32:53,020 --> 00:32:56,660
+cosine
+
+258
+00:32:56,660 --> 00:33:06,340
+theta في R في واحد زائد cosine theta
+
+259
+00:33:09,760 --> 00:33:16,560
+هنكتب معادلة الأول عشان ما نخرب الشكوش واحد على a
+
+260
+00:33:16,560 --> 00:33:23,180
+على ei في
+
+261
+00:33:23,180 --> 00:33:26,940
+m
+
+262
+00:33:26,940 --> 00:33:36,280
+cb d m cb by dq
+
+263
+00:33:39,430 --> 00:33:47,790
+ر دي ثيتا هي بتحط هنا اكيو ست اكيو بالساوة صفر
+
+264
+00:33:47,790 --> 00:33:55,850
+يعني هتساوي تكامل
+
+265
+00:33:55,850 --> 00:34:05,410
+من باي على اتنين ل باي واحد على اي في
+
+266
+00:34:07,970 --> 00:34:13,330
+ودا احط Q0 هتكون في PR Cos
+
+267
+00:34:13,330 --> 00:34:19,370
+θ في
+
+268
+00:34:19,370 --> 00:34:34,310
+R في 1 زاد Cos θ في RD θ يعني هتكون تكاملمن باي
+
+269
+00:34:34,310 --> 00:34:42,770
+على اتنين ل باي واحد على EI طبعا اندي هتكون اندي
+
+270
+00:34:42,770 --> 00:34:57,350
+PR تكييب PR تكييب في cosine theta زاد cosine تربيع
+
+271
+00:34:57,350 --> 00:35:01,690
+theta D theta
+
+272
+00:35:10,400 --> 00:35:19,660
+اللي هتطلع delta CB بتساوي ال
+
+273
+00:35:19,660 --> 00:35:23,840
+cos θ تربيع .. ال cos تربيع ثتا ايش الساوية؟ ال
+
+274
+00:35:23,840 --> 00:35:28,280
+cos تربيع ثتا خلنا نحكي ال cosine two theta ايش
+
+275
+00:35:28,280 --> 00:35:32,180
+الساوية؟ cosine .. خلنا نسميها cosine two beta ..
+
+276
+00:35:32,180 --> 00:35:38,360
+cosine two beta بتساوي cos تربيع beta minus sin
+
+277
+00:35:38,360 --> 00:35:45,540
+تربيعبيتا يعني هتكون هذا cosine تربيع beta minus
+
+278
+00:35:45,540 --> 00:35:51,000
+واحد minus cosine تربيع beta يعني هتكون اتنين
+
+279
+00:35:51,000 --> 00:35:57,220
+cosine تربيع beta ناقص واحد معناته هتكون cosine
+
+280
+00:35:57,220 --> 00:36:04,500
+تربيع beta سوى نص في واحد زائد cosine two beta
+
+281
+00:36:04,500 --> 00:36:09,160
+مظبوط يعني هتصير هذا
+
+282
+00:36:15,460 --> 00:36:22,160
+P P R
+
+283
+00:36:22,160 --> 00:36:32,480
+تكييب على EI في تكامل
+
+284
+00:36:32,480 --> 00:36:47,700
+من πي على اتنين لبي ل cosine thetaزاد نص في نص في
+
+285
+00:36:47,700 --> 00:36:59,960
+واحد نص زاد نص cosine نين ثيتا دي ثيتا يعني هتكون
+
+286
+00:36:59,960 --> 00:37:08,620
+P R تكيب على
+
+287
+00:37:08,620 --> 00:37:09,100
+EI
+
+288
+00:37:12,290 --> 00:37:18,810
+في sin θ زاد
+
+289
+00:37:18,810 --> 00:37:24,890
+θ على اتنين زاد
+
+290
+00:37:24,890 --> 00:37:35,650
+ربع sin two theta صح من
+
+291
+00:37:35,650 --> 00:37:41,030
+πي على اتنين لبي
+
+292
+00:37:44,490 --> 00:37:54,530
+يعني هتساوي P R تكييب على EI فيه هتكون sign by
+
+293
+00:37:54,530 --> 00:38:01,230
+هتكون sign by minus sign by على اتنين يعني هتكوناش
+
+294
+00:38:01,230 --> 00:38:05,870
+minus واحد زائد
+
+295
+00:38:05,870 --> 00:38:09,730
+by
+
+296
+00:38:09,730 --> 00:38:15,620
+على اربعةهذه اللي هي نص شو باقي نقص باقي على اتنين
+
+297
+00:38:15,620 --> 00:38:20,080
+زائد
+
+298
+00:38:20,080 --> 00:38:26,560
+هذا هتكون ال sign مية و تمانين ال
+
+299
+00:38:26,560 --> 00:38:29,140
+sign متين و تلت مية و ستين مالك ال sign ميتونين
+
+300
+00:38:29,140 --> 00:38:36,280
+زائد صفر هتكون صفر
+
+301
+00:38:36,280 --> 00:38:46,900
+يعني هتصفح delta in segment CB اللي هي PR تكيب على
+
+302
+00:38:46,900 --> 00:39:04,660
+EI في Pi على 4 ناقص واحد الان
+
+303
+00:39:04,660 --> 00:39:09,800
+ناخد segment BA ناخد segment
+
+304
+00:39:18,560 --> 00:39:25,740
+سيجمانت بي ايه هاخد
+
+305
+00:39:25,740 --> 00:39:29,480
+هاي ال X هاخد
+
+306
+00:39:29,480 --> 00:39:31,980
+هنا هكون عنده
+
+307
+00:39:43,980 --> 00:39:57,860
+عندي هين P وهين إيش Q وهد المسافة هد المسافة إيش X
+
+308
+00:39:57,860 --> 00:40:04,500
+هتكون
+
+309
+00:40:04,500 --> 00:40:22,150
+طبعا هتعكس moment BA ال MBA هتكون Q في
+
+310
+00:40:22,150 --> 00:40:29,250
+اتنين R زائد X زائد
+
+311
+00:40:29,250 --> 00:40:39,550
+P في R زائد X يعني
+
+312
+00:40:39,550 --> 00:40:52,140
+هطلع عند ال Dم با با دي كيو ايش بتساوي اتنين
+
+313
+00:40:52,140 --> 00:40:57,320
+ار زاد اكس اتنين ار زاد
+
+314
+00:40:57,320 --> 00:41:10,580
+اكس لان دلتا با هتكون تكامل من صفر لأقل لواحد على
+
+315
+00:41:10,580 --> 00:41:11,180
+اي اي
+
+316
+00:41:16,910 --> 00:41:26,930
+mba dmba by dq بدي اعملها بين القسين هنا في dx هنا
+
+317
+00:41:26,930 --> 00:41:35,870
+نحط q صوص صفر هتساوي delta ba هتكون تكامل من صفر
+
+318
+00:41:35,870 --> 00:41:49,180
+لأل واحد على eiMBA P R ZX P P
+
+319
+00:41:49,180 --> 00:41:58,080
+R ZX P
+
+320
+00:41:58,080 --> 00:42:03,420
+P R ZX P P P R ZX
+
+321
+00:42:03,420 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+322
+00:42:06,840 --> 00:42:22,120
+DX انا حطيت Q مباشرة بالساوية يعني هتكون P على EI
+
+323
+00:42:22,120 --> 00:42:25,620
+تكامل
+
+324
+00:42:25,620 --> 00:42:32,460
+من صفر ل L عند
+
+325
+00:42:32,460 --> 00:42:35,100
+اتنين PR
+
+326
+00:42:37,240 --> 00:42:45,860
+أو اتنين R تربيع صح عند R X زائد اتنين R X زائد
+
+327
+00:42:45,860 --> 00:42:51,180
+تلاتة R X زائد
+
+328
+00:42:51,180 --> 00:43:04,020
+X تربيع DX يعني هتساوي P على EI التكامل
+
+329
+00:43:04,020 --> 00:43:11,920
+بيصير2R تربيع X زائد
+
+330
+00:43:11,920 --> 00:43:22,960
+تلاتة على اتنين R X تربيع زائد X تكييب على تلاتة
+
+331
+00:43:22,960 --> 00:43:33,300
+من سفر لأقل هتساوي P على EI في
+
+332
+00:43:39,370 --> 00:43:46,030
+التكييب هكون عندي اتنين اتنين
+
+333
+00:43:46,030 --> 00:43:57,610
+التكييب اتنين لأ مش ال تكييب هكون عندي بدي
+
+334
+00:43:57,610 --> 00:44:02,450
+اطلع ال برا اتنين
+
+335
+00:44:02,450 --> 00:44:04,650
+ار تربيع
+
+336
+00:44:08,480 --> 00:44:15,140
+زائد تلاتة على اتنين R
+
+337
+00:44:15,140 --> 00:44:20,400
+L زائد
+
+338
+00:44:20,400 --> 00:44:30,560
+التربيع على تلاتة طيب
+
+339
+00:44:32,360 --> 00:44:36,380
+أنا حكي هنا دلتة الكلية دلتة due to DC زي دلتة CB
+
+340
+00:44:36,380 --> 00:44:39,620
+زي دلتة BA يعني دلتة الكلية
+
+341
+00:44:55,430 --> 00:45:05,490
+الـ Delta في الكلية تكون Delta DC زي Delta CB زي
+
+342
+00:45:05,490 --> 00:45:22,570
+Delta BA هتساوي صفر زي Delta CB هذه مظبوط زي P R
+
+343
+00:45:22,570 --> 00:45:36,350
+تكيبعلى EI في Y على 4 الناقص واحد زائد
+
+344
+00:45:36,350 --> 00:45:40,050
+PL
+
+345
+00:45:40,050 --> 00:45:46,470
+على EI في
+
+346
+00:45:46,470 --> 00:45:49,510
+2R
+
+347
+00:45:49,510 --> 00:45:50,950
+تربيع
+
+348
+00:45:52,630 --> 00:46:05,970
+زائد تلاتة على اتنين RL زائد L التربيع زائد
+
+349
+00:46:05,970 --> 00:46:14,670
+L تربيع على تلاتة أو
+
+350
+00:46:14,670 --> 00:46:23,100
+طبعا عنعن P و R و E و I و L بتحسب إيش ال
+
+351
+00:46:23,100 --> 00:46:27,240
+deflection طبعا ال I اللي هي إيش الساوية باي على
+
+352
+00:46:27,240 --> 00:46:31,620
+أربع و ستين دي
+
+353
+00:46:31,620 --> 00:46:37,760
+وصة أربعة هيكم
+
+354
+00:46:37,760 --> 00:46:39,080
+خلاص المهاردة أعطيكم العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..d18770f97fefd7b6f3e4e0a51c3a3740725aec2d
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/mIEe6Dqvo2U_raw.srt
@@ -0,0 +1,1472 @@
+1
+00:00:02,310 --> 00:00:05,090
+بسم الله الرحمن الرحيم السلام عليكم و مرحبا الله
+
+2
+00:00:05,090 --> 00:00:09,870
+وبركاته هنكمل في مادة تصميم الألات واحد المره فاتت
+
+3
+00:00:09,870 --> 00:00:14,250
+بدنا نحكي عن Castellano theorem كيف نستخدم الحساب
+
+4
+00:00:14,250 --> 00:00:21,230
+ال deflections حلينا مثال اليوم هنكمل هنستخدم برضه
+
+5
+00:00:21,230 --> 00:00:24,730
+Castellano theorem عشان حسابات ال deflections في
+
+6
+00:00:24,730 --> 00:00:33,120
+ال curved beams لأن انا عندي هنا بينةCurve beam
+
+7
+00:00:33,120 --> 00:00:43,000
+على شكل دائرة وفيه بتأثر force طاندل اللي هو ال
+
+8
+00:00:43,000 --> 00:00:49,140
+radius بتاعالسينتروديال اكسس R كابيتال و لأنه care
+
+9
+00:00:49,140 --> 00:00:54,120
+بيه ال neutral axis مش هينطبق على ال central axis
+
+10
+00:00:54,120 --> 00:00:58,760
+يعني هكون لجوه شوية و في some eccentricity E بين
+
+11
+00:00:58,760 --> 00:01:04,760
+ال neutral axis و ال central axis لو أخدت عملة cut
+
+12
+00:01:04,760 --> 00:01:12,010
+على أى زاوية ثتاأخدت ال free body diagram الجزء
+
+13
+00:01:12,010 --> 00:01:16,850
+هذا أو الجزء التاني احنا هنا ماخدين الجزء التاني
+
+14
+00:01:16,850 --> 00:01:21,630
+هذا ال free body diagram هيكون فيه عندى طبعا فيه
+
+15
+00:01:21,630 --> 00:01:29,370
+force F اه يعني ال force هذي F خديني أاخد الجزء
+
+16
+00:01:29,370 --> 00:01:33,050
+يعني
+
+17
+00:01:33,050 --> 00:01:37,570
+لو أخدت هو
+
+18
+00:01:37,570 --> 00:01:38,330
+جايب زهياج
+
+19
+00:01:48,520 --> 00:01:56,220
+و هاي F خدت at any angle θ لو
+
+20
+00:01:56,220 --> 00:02:08,440
+خدت هذا الإلمين و طلعته برا عندي
+
+21
+00:02:08,440 --> 00:02:14,380
+هاي هنا F هتكون
+
+22
+00:02:14,380 --> 00:02:15,160
+عكسها F
+
+23
+00:02:18,910 --> 00:02:23,990
+و الفرصة فيها تحاول تعمل moment بعكس عقارب الساعة
+
+24
+00:02:23,990 --> 00:02:37,350
+هتكون في moment معاكسة باتجاه عقارب الساعة اللف
+
+25
+00:02:37,350 --> 00:02:43,330
+هذا ممكن احلله two components واحدة باتجاه هذا F
+
+26
+00:02:43,330 --> 00:02:47,130
+radial او
+
+27
+00:02:47,130 --> 00:02:55,400
+لتجاه العموديف ثتا لو أخدت الجزء التاني
+
+28
+00:02:55,400 --> 00:03:10,260
+هتكون
+
+29
+00:03:10,260 --> 00:03:16,580
+هذي عكس هذي ال M هتكون هذي ال M وال
+
+30
+00:03:16,580 --> 00:03:28,340
+F هتكون العكسو فعلها هيكون Fr Fθ
+
+31
+00:03:28,340 --> 00:03:36,500
+زي ما انتوا شايفين الان
+
+32
+00:03:36,500 --> 00:03:41,260
+طبعا عندى ال section ده بأثر عندى اللي هو ال
+
+33
+00:03:41,260 --> 00:03:48,520
+moment M و radial component Frهو axial component
+
+34
+00:03:48,520 --> 00:03:53,960
+Fθ معناته هدول كلهم بيعملوها strain energy
+
+35
+00:03:53,960 --> 00:03:58,460
+بيعملوها strain energy في ال killer beam يعني
+
+36
+00:03:58,460 --> 00:04:00,400
+معناته في عندك strain energy due to bending moment
+
+37
+00:04:00,400 --> 00:04:07,050
+M في strain energy due to axial force Fثيتا وفي
+
+38
+00:04:07,050 --> 00:04:12,130
+strain due to transverse force F R وفي bending
+
+39
+00:04:12,130 --> 00:04:16,890
+moment due to F ثيتا يعني الأن أنا جايب ال forces
+
+40
+00:04:16,890 --> 00:04:20,910
+و ال moments عند ال centroidal axis لكن أنا عند ال
+
+41
+00:04:20,910 --> 00:04:25,190
+neutral axis لجوه شوية و انا بتقول F ثيتا هتعمل
+
+42
+00:04:25,190 --> 00:04:30,210
+bending moment يعني في combined effect moment مع
+
+43
+00:04:30,210 --> 00:04:31,530
+axial force هيكون
+
+44
+00:04:37,900 --> 00:04:41,480
+الان اول الشي نحكي اللى هو ال strain energy due to
+
+45
+00:04:41,480 --> 00:04:46,500
+ان احنا عندنا اربع اربع strain energy components
+
+46
+00:04:46,500 --> 00:04:49,500
+احنا حكينا اول الشي عندنا ال bending moment يعني
+
+47
+00:04:49,500 --> 00:04:52,220
+ال strain energy due to bending moment اللي هي
+
+48
+00:04:52,220 --> 00:04:54,380
+هتكون تكامل U
+
+49
+00:05:05,250 --> 00:05:14,190
+due to bending هتكون تكامل M² dx
+
+50
+00:05:14,190 --> 00:05:17,350
+نعم
+
+51
+00:05:17,350 --> 00:05:25,990
+dx الأساس على 2EI
+
+52
+00:05:25,990 --> 00:05:31,710
+اذا فاكرين مظبوط انا
+
+53
+00:05:31,710 --> 00:05:38,480
+عند ال dxلو أخد الـDθ هذه
+
+54
+00:05:38,480 --> 00:05:51,580
+هي الـDX صح الـDX ستش الساوية R Dθ والـI
+
+55
+00:05:51,580 --> 00:05:56,920
+إذا نرجع لجوه في ال chapter تلاتة في ال curve
+
+56
+00:05:56,920 --> 00:05:57,300
+beams
+
+57
+00:07:03,760 --> 00:07:12,940
+في ال cured beams احنا اعطينا معادلة تقريبا لل
+
+58
+00:07:12,940 --> 00:07:17,640
+eccentricity ال E اللي هي بس بين ال neutral axis و
+
+59
+00:07:17,640 --> 00:07:23,620
+ال centroidal axis E تقريبا
+
+60
+00:07:23,620 --> 00:07:36,410
+بالساوية I على RC في Aبتساوي I ال R الصيني في
+
+61
+00:07:36,410 --> 00:07:44,130
+الحالة هدايش R capital صح؟ في A معناته ال I هتكون
+
+62
+00:07:44,130 --> 00:07:48,250
+تساوي ERA
+
+63
+00:07:48,250 --> 00:07:58,670
+معناته هذه هتصير تكامل M square R D thetaعلى اتنين
+
+64
+00:07:58,670 --> 00:08:07,290
+E ال I اللي هي E R A يعني هتروح R مع R هصير تكامل
+
+65
+00:08:07,290 --> 00:08:15,390
+M Square D Theta على اتنين E E A
+
+66
+00:08:28,050 --> 00:08:32,350
+اللي هي المعادلة هذه وال
+
+67
+00:08:32,350 --> 00:08:36,190
+ايه احنا حكينا اللي هي ال R minus RN ال
+
+68
+00:08:36,190 --> 00:08:40,510
+eccentricity هذا
+
+69
+00:08:40,510 --> 00:08:45,530
+بالنسبة لل bending فاندي ال strain due to axial
+
+70
+00:08:45,530 --> 00:08:53,570
+force اندي
+
+71
+00:08:53,570 --> 00:08:54,730
+يا عزيزي ثانوية تكامل
+
+72
+00:08:58,090 --> 00:09:08,050
+m² dθ على اتنين a e a و ال u θ ال u ت أكس ال force
+
+73
+00:09:08,050 --> 00:09:25,770
+هتكون تكامل f θ square dx على اتنين e a بظهر طيب
+
+74
+00:09:27,230 --> 00:09:39,370
+يعني هتكون التكامل F²θRdθ2Ea
+
+75
+00:09:39,370 --> 00:09:44,930
+لغاية المعدلة ال component تالتة
+
+76
+00:09:48,650 --> 00:09:53,810
+اللي هي ال .. ال combined effect بين ال moment و
+
+77
+00:09:53,810 --> 00:09:58,450
+ال axial force F theta طبعا في الكتاب حاطط مرجع
+
+78
+00:09:58,450 --> 00:10:00,650
+ترجع على كتاب معين عشان تشوف ال derivation تاعة
+
+79
+00:10:00,650 --> 00:10:06,230
+إذا بدكوا حاطط نجمة ترجع و لها الان ال U بتاعة
+
+80
+00:10:06,230 --> 00:10:16,410
+نسميها U تلاتة هذه .. هذه U واحدهذا U2 U3 اللي هي
+
+81
+00:10:16,410 --> 00:10:20,590
+هتكون لسه minus طب هذا ال minus ليه جاية ال minus؟
+
+82
+00:10:21,980 --> 00:10:31,440
+لأن ال M تعمل moment في هذه الاتجاه ال Fθ هي ال
+
+83
+00:10:31,440 --> 00:10:35,560
+neutral axis تعمل moment مع أكسر عشان فهم بعكسوا
+
+84
+00:10:35,560 --> 00:10:39,660
+بعض واحد بتحاول تزوّد الزاوية و واحد بتحاول تقلل
+
+85
+00:10:39,660 --> 00:10:49,380
+الزاوية فهتكون minus تكامل M Fθ Dθ
+
+86
+00:10:51,040 --> 00:11:00,960
+على a a ال component الرابع دي تترانسفرس ال
+
+87
+00:11:00,960 --> 00:11:12,480
+force اللي هي F radio ال U أربعة هتكون تكامل C F R
+
+88
+00:11:12,480 --> 00:11:17,120
+square DX على
+
+89
+00:11:18,830 --> 00:11:26,570
+وبرضه اتنين A G يعني
+
+90
+00:11:26,570 --> 00:11:37,830
+هتكون تكامل C F R Square في R D Theta على اتنين A
+
+91
+00:11:37,830 --> 00:11:39,550
+G
+
+92
+00:11:42,500 --> 00:11:46,260
+الـ Total Stainage هتكون مجموعهم U الكلية هتكون U
+
+93
+00:11:46,260 --> 00:11:54,400
+واحد زاد U اتنين زاد U تلاتة زاد U أربع اللي هي
+
+94
+00:11:54,400 --> 00:12:00,270
+الأربع componentsهذه اللي هي due to bending وهذه
+
+95
+00:12:00,270 --> 00:12:04,670
+due to axial load وهذه due to combined effect بين
+
+96
+00:12:04,670 --> 00:12:11,690
+F θ و M وهذه due to transverse load الآن ال
+
+97
+00:12:11,690 --> 00:12:19,790
+deflection عند نقطة تأثير force F هيكون ال partial
+
+98
+00:12:19,790 --> 00:12:21,990
+derivative دي U by دي F
+
+99
+00:12:24,950 --> 00:12:30,570
+الان لما نعمل ال parse derivative لل U هندخل ال
+
+100
+00:12:30,570 --> 00:12:34,990
+parse derivative جوا كل انتجرال صح؟ يعني هتكون لما
+
+101
+00:12:34,990 --> 00:12:39,750
+ندخلها على الأول هتكون عند اتنين A E هذه constant
+
+102
+00:12:39,750 --> 00:12:46,490
+هتكون اتنين M في DM by DFيعني هتكون عندك تكامل M
+
+103
+00:12:46,490 --> 00:12:52,350
+على A E E في D M by D F D Theta زاد ال term التاني
+
+104
+00:12:52,350 --> 00:12:56,750
+هتكون اتنين F Theta D F Theta by D Theta و اتنين
+
+105
+00:12:56,750 --> 00:13:02,270
+مع اتنين في المقام بيصير F Theta R على A E في D F
+
+106
+00:13:02,270 --> 00:13:08,950
+Theta by D F D Theta minus ال derivative لاتنين
+
+107
+00:13:08,950 --> 00:13:14,150
+هذول مع بعضمينوس واحد عال ا اي اي دي ام اف ثيتا
+
+108
+00:13:14,150 --> 00:13:20,670
+باي دي اف دي ثيتا زائد هتكون CFR R كابيتال عال ا
+
+109
+00:13:20,670 --> 00:13:27,010
+جي دي اف ار باى دي اف دي ثيتا الان نروح على ال
+
+110
+00:13:27,010 --> 00:13:29,810
+free weight diagram ال moment ايش بتساوي قيمة ال
+
+111
+00:13:29,810 --> 00:13:37,090
+moment ال moment بتساوي هاي
+
+112
+00:13:37,090 --> 00:13:37,910
+المسافة هادة
+
+113
+00:13:44,930 --> 00:13:49,430
+معناته ال M بالساوية
+
+114
+00:13:49,430 --> 00:14:02,050
+F R Sin Theta منها بنحصل DM by DF اللي هي هتكون R
+
+115
+00:14:02,050 --> 00:14:04,030
+Sin Theta
+
+116
+00:14:06,680 --> 00:14:12,640
+و ال Fθ ما هي ال Fθ وال F are components من F
+
+117
+00:14:15,510 --> 00:14:26,170
+هتكون تساوي F sin θ يعني ال Df θ by Df بساوية sin
+
+118
+00:14:26,170 --> 00:14:38,430
+θ وال F R بساوية F cos θ يعني ال Df R by Df بساوية
+
+119
+00:14:38,430 --> 00:14:39,990
+cos θ
+
+120
+00:14:42,290 --> 00:14:48,910
+عندي ال term الرابع اللي هو M Fθ
+
+121
+00:14:48,910 --> 00:14:54,170
+شو تساوي؟ هاي ال M هتساوي F square
+
+122
+00:15:01,120 --> 00:15:14,680
+Sin Square Theta معناته D ل M F Theta By DF هتكون
+
+123
+00:15:14,680 --> 00:15:22,700
+ساوى اتنين F R Sin Square Theta
+
+124
+00:15:31,600 --> 00:15:40,060
+الان انا حاجة اعوض في المعادلة هذه هعوض عن M و DM
+
+125
+00:15:40,060 --> 00:15:55,700
+by DF هعوض عن Fθ و DFθ by DF و DMFθ by DF و FR و
+
+126
+00:15:55,700 --> 00:16:01,160
+DFR by DF هعوضهم في المعادلة و اعمل تبسيط لها
+
+127
+00:16:04,170 --> 00:16:06,510
+واطلع ال constants برا بيصير معدل ال deflection
+
+128
+00:16:06,510 --> 00:16:13,280
+عند F بالساويةطيارن الثتر في الحال هتطير من zero ل
+
+129
+00:16:13,280 --> 00:16:17,760
+by ل 108 درجة هتكون ال term اول بتاع ال bending
+
+130
+00:16:17,760 --> 00:16:22,600
+اللي هو F R square على A E E integral من سفر ل by
+
+131
+00:16:22,600 --> 00:16:26,640
+ل sine square theta d theta زي ال term التاني بتاع
+
+132
+00:16:26,640 --> 00:16:29,900
+axial force اللي هو F R على A E تكامل من سفر ل by
+
+133
+00:16:29,900 --> 00:16:33,020
+sine square theta d theta ال term التالت اللي هو
+
+134
+00:16:33,020 --> 00:16:35,920
+combined effect بين ال bending و axial force
+
+135
+00:16:37,630 --> 00:16:43,750
+-2FRKPT على AE تكامل مسئولة by sin²θDθ الترم
+
+136
+00:16:43,750 --> 00:16:48,270
+الرابع هو transverse component زائد CFR على AG
+
+137
+00:16:48,270 --> 00:16:54,530
+تكامل مسئولة by cos²θDθ طبعا هذه بتعمل ال
+
+138
+00:16:54,530 --> 00:17:00,450
+integrals لل sin² تعرفوا أسوأها و ال cos²
+
+139
+00:17:02,780 --> 00:17:06,980
+وبتعوض من سفر ل by simplified بتحصل على ال term
+
+140
+00:17:06,980 --> 00:17:12,280
+هذا اللي هي ال deflection عند f اللي هي by fr2 على
+
+141
+00:17:12,280 --> 00:17:20,680
+2 a e e minus by fr على 2 a e زائد by c of r على 2
+
+142
+00:17:20,680 --> 00:17:28,260
+a g هذا بحالة ال curve بيه الآن هنقعد حالة خاصة
+
+143
+00:17:30,700 --> 00:17:36,480
+deflection of thin-cared members يعني نرجع للشكل
+
+144
+00:17:36,480 --> 00:17:46,220
+هذا مسمى R كابيتال وهذه H إذا كانت R كابيتل على H
+
+145
+00:17:46,220 --> 00:17:52,200
+كبيرة أكبر من عشرة معناته يعتبر thin يعتبر thin
+
+146
+00:17:52,200 --> 00:17:56,180
+لأن ال .. ال deflection
+
+147
+00:17:59,390 --> 00:18:03,870
+بتكون ال most dominant quantity خانة أطلع على
+
+148
+00:18:03,870 --> 00:18:11,130
+المعادلة هذه اطلع عندهين R تربيع هي اللي عنده RRR
+
+149
+00:18:11,130 --> 00:18:20,680
+و ال R أكبر بكتير من ال Hفواضح يعني انه هتكون
+
+150
+00:18:20,680 --> 00:18:27,100
+الأكثر تأثيرا اللي هي ال component due to bending
+
+151
+00:18:27,100 --> 00:18:35,300
+بعدين لاحظوا هذه minus مع هذه plus اتطلع المعادلات
+
+152
+00:18:35,300 --> 00:18:38,660
+قريبا من بعضيعني لما تجمع ال total effect تعالوا
+
+153
+00:18:38,660 --> 00:18:45,700
+يجمعلوه تقريبا بيخف كتير فالمؤثر عندي هي اللي هو
+
+154
+00:18:45,700 --> 00:18:50,220
+ال bending moment component اللي هي by fr square
+
+155
+00:18:50,220 --> 00:18:57,410
+على اتنين A E Eفي الحالة هذه إذا كانت عند ال RH
+
+156
+00:18:57,410 --> 00:19:02,230
+أكبر من عشرة بيكون ال extent رسمو يعني المسافة بين
+
+157
+00:19:02,230 --> 00:19:06,710
+ال neutral axis و ال central axis قليلة جدا
+
+158
+00:19:12,840 --> 00:19:16,660
+فاللي بتسيطر على القيمة الكلية اللي هي إيش ال
+
+159
+00:19:16,660 --> 00:19:22,140
+bending moment فالحالة دي بتستير ان دي ال U
+
+160
+00:19:22,140 --> 00:19:27,080
+بالساوية تكامل الأساسية في ال bending ال U
+
+161
+00:19:27,080 --> 00:19:34,120
+بالساوية تكامل M square DX على 2EI و ال DX اللي
+
+162
+00:19:34,120 --> 00:19:37,330
+احنا حاكيه هنا بالساوية RD θيعني انا هتصير تكاوم
+
+163
+00:19:37,330 --> 00:19:40,930
+ال M squared R D ثتا و ال Delta سوى DU على DF لسه
+
+164
+00:19:40,930 --> 00:19:47,970
+واحدة ليه I M DM Y DF R D ثتا طيب
+
+165
+00:19:47,970 --> 00:19:51,610
+نشوف ال cantilever نشوف example
+
+166
+00:20:20,190 --> 00:20:26,530
+الهوك اللي مبين معمول من سلك مقطع سلك مدور قطر
+
+167
+00:20:26,530 --> 00:20:27,210
+اتنين ملي
+
+168
+00:20:50,350 --> 00:21:12,150
+و السلك مستمتع ان الطرف هذا هذه L هذه
+
+169
+00:21:12,150 --> 00:21:16,670
+R capital و في force
+
+170
+00:21:22,440 --> 00:21:43,200
+P بتأثر عن نقطة C هذه C و هذه A و V و D ال
+
+171
+00:21:43,200 --> 00:21:47,740
+wire diameter D بسوة
+
+172
+00:21:47,740 --> 00:21:50,360
+2 mm
+
+173
+00:21:54,040 --> 00:22:02,340
+ال L معطنيها اربعين ملي ميتر اربعين
+
+174
+00:22:02,340 --> 00:22:12,960
+ملي ميتر و ال R خمسين ملي ميتر و ال force واحد
+
+175
+00:22:12,960 --> 00:22:18,000
+نيوتن يعني انا حوالي متجرام تقريبا ال force ال P
+
+176
+00:22:18,000 --> 00:22:22,340
+واحد نيوتن
+
+177
+00:22:26,710 --> 00:22:29,790
+use castellano theorem to estimate the deflection
+
+178
+00:22:29,790 --> 00:22:36,490
+at point D طيب
+
+179
+00:22:36,490 --> 00:22:45,390
+الان عندي فى force معناه ان عشان وجود deflection
+
+180
+00:22:45,390 --> 00:22:50,630
+دى بدعم ال partial لل energy بالنسبة لها force بحط
+
+181
+00:22:50,630 --> 00:22:54,130
+force يعني بفرض افرض ان فى force يعنى
+
+182
+00:23:01,300 --> 00:23:07,140
+بس يميها H Q هاخد
+
+183
+00:23:07,140 --> 00:23:18,020
+الفترة المسافة من D ل C من D ل C يعني
+
+184
+00:23:18,020 --> 00:23:27,620
+ده حكي اللي هو segment DC
+
+185
+00:23:27,620 --> 00:23:30,660
+هاخد انا at any angle
+
+186
+00:23:34,920 --> 00:23:50,920
+ثيتا باخد ال free pedagram ها
+
+187
+00:23:50,920 --> 00:23:58,580
+دي عشر ثيتا عندها الحكومة عشر Q
+
+188
+00:24:04,690 --> 00:24:14,490
+هيكون عندى الـ Q فين
+
+189
+00:24:14,490 --> 00:24:24,990
+دي عندى H moment DC صح؟ لأ خلينا نشوف هل هو الـ
+
+190
+00:24:24,990 --> 00:24:30,450
+Thin كرد دي ولا الـ Thin ال R
+
+191
+00:24:34,100 --> 00:24:40,020
+على H اللى هى ال R & D اكم خمسين ال H اللى هى
+
+192
+00:24:40,020 --> 00:24:50,230
+الاتنين ملي صح؟ خمسين على اتنين اكم خمس عشرينخمسة
+
+193
+00:24:50,230 --> 00:24:56,570
+عشرين أكبر من عشرة معناته ال assumption بتاع thin
+
+194
+00:24:56,570 --> 00:25:01,250
+curved beam بنطبق الحالة هذه معناته ال most
+
+195
+00:25:01,250 --> 00:25:05,710
+dominant term اللي هو إيش ال bending معناته حاجة
+
+196
+00:25:05,710 --> 00:25:06,370
+أحكي إنه
+
+197
+00:25:11,230 --> 00:25:16,750
+الدلتا حاجات زي انا احكي في الاول هحكي دلتا الكلية
+
+198
+00:25:16,750 --> 00:25:24,870
+دلتا due to strain energy في ال segment DC زائد
+
+199
+00:25:24,870 --> 00:25:31,330
+دلتا due to strain energy في ال segment CB زائد
+
+200
+00:25:31,330 --> 00:25:34,550
+دلتا due to strain energy في ال segment BA
+
+201
+00:25:43,390 --> 00:25:49,310
+الان عندي mdc ايه
+
+202
+00:25:49,310 --> 00:25:59,330
+شو يستاوي؟ بتستاوي بنفسها فهذه بس فهذا شو يستاوي؟
+
+203
+00:25:59,330 --> 00:26:08,290
+هذه كلها .. هذه كلها R صح؟ مظبوط؟ و هذه ايش؟ R
+
+204
+00:26:08,290 --> 00:26:14,770
+cosine معناته هذه هتكون Rفي واحد minus cosine
+
+205
+00:26:14,770 --> 00:26:26,830
+theta مظبوط؟ اذا كنت MDC بالساوية Q في R في واحد
+
+206
+00:26:26,830 --> 00:26:29,210
+minus cosine theta
+
+207
+00:26:31,940 --> 00:26:40,160
+لأن delta DC هتكون او خلينا نحسب اول شي احنا طبعا
+
+208
+00:26:40,160 --> 00:26:46,280
+عشان نحسب ال delta هحسب partial بالنسبة ليهش ل Q
+
+209
+00:26:46,280 --> 00:26:59,340
+هنا هتكون بلزان ال D M DC بالنسبة ل Q يستوي
+
+210
+00:26:59,340 --> 00:27:11,350
+Rفي 1 minus cosine theta معناته delta DC هتكون
+
+211
+00:27:11,350 --> 00:27:18,530
+تساوي تكامل تكامل
+
+212
+00:27:18,530 --> 00:27:27,770
+من 0 ل Y على 2 ل M DC على EI
+
+213
+00:27:32,060 --> 00:27:45,300
+DM DC BY DQ DX R Dθ Dθ
+
+214
+00:27:45,300 --> 00:27:57,000
+هكون تكامل من صفر لبعض على اتنين ال Q ال M DC
+
+215
+00:28:00,190 --> 00:28:12,950
+Q في R Q في R في واحد ناقص في
+
+216
+00:28:12,950 --> 00:28:19,810
+واحد minus cosine theta في DMDC by DQ اللي هي R
+
+217
+00:28:19,810 --> 00:28:27,090
+square واحد ناقص كثيرة square على EI
+
+218
+00:28:33,470 --> 00:28:45,430
+RDθ هذي بالستواء ايش؟ صفر لأنه انا 6Q0 6Q هين هذي
+
+219
+00:28:45,430 --> 00:28:47,990
+حطها زيرو بتعطينا صفر مش تعمل integration ولا فاكر
+
+220
+00:28:47,990 --> 00:28:54,630
+بال integration هذي الأولى لانخد segment CB
+
+221
+00:28:54,630 --> 00:28:55,370
+segment
+
+222
+00:29:00,640 --> 00:29:08,660
+C B يعني
+
+223
+00:29:08,660 --> 00:29:16,760
+هاخد section هنا هحك و لا عندي هاخد free body
+
+224
+00:29:16,760 --> 00:29:17,100
+diagram
+
+225
+00:29:31,570 --> 00:29:41,490
+أنا بأحكي هذا F ثتا وعندي هذا
+
+226
+00:29:41,490 --> 00:29:54,230
+Q وعندي هنا P هكون
+
+227
+00:29:54,230 --> 00:29:56,730
+عنده المسافة هذا مش الصعب هذا المسافة
+
+228
+00:30:02,590 --> 00:30:11,910
+هذه كلها ثالثة هذه هتكون الصين الزاوية هذه يعني
+
+229
+00:30:11,910 --> 00:30:21,170
+هتكون ال moment ال moment ال M CB هتكون
+
+230
+00:30:21,170 --> 00:30:25,970
+ال P في
+
+231
+00:30:25,970 --> 00:30:28,650
+R sin
+
+232
+00:30:30,950 --> 00:30:41,770
+ثيتا ناقص تسعين صح؟ هذه كل ال theta زائد
+
+233
+00:30:41,770 --> 00:30:49,330
+Q في
+
+234
+00:30:49,330 --> 00:30:52,970
+R
+
+235
+00:30:52,970 --> 00:31:06,070
+هاد المسافة Rزائد R sin 90
+
+236
+00:31:06,070 --> 00:31:10,450
+-θ صح
+
+237
+00:31:10,450 --> 00:31:18,050
+هذه R يعني هذه المسافة زاد هذه المسافة الآن
+
+238
+00:31:23,770 --> 00:31:33,930
+DMCB by DQ هتستويه R في
+
+239
+00:31:33,930 --> 00:31:37,270
+واحد
+
+240
+00:31:37,270 --> 00:31:45,890
+زائد sign تسعين minus thetaيعني انها هتكون ساوية
+
+241
+00:31:45,890 --> 00:31:51,890
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+242
+00:31:51,890 --> 00:31:52,770
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+243
+00:31:52,770 --> 00:31:55,570
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+244
+00:31:55,570 --> 00:31:57,830
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+245
+00:31:57,830 --> 00:32:00,630
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+246
+00:32:00,630 --> 00:32:02,510
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+247
+00:32:02,510 --> 00:32:03,690
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+248
+00:32:03,690 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+249
+00:32:03,710 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+250
+00:32:03,710 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+251
+00:32:03,710 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+252
+00:32:03,710 --> 00:32:03,710
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+253
+00:32:03,710 --> 00:32:03,730
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+254
+00:32:03,730 --> 00:32:03,730
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+255
+00:32:03,730 --> 00:32:03,750
+sin 90 sin 90 sin 90 sin 90 sin 90 sin 90 sin 90
+
+256
+00:32:03,750 --> 00:32:07,310
+sin
+
+257
+00:32:07,310 --> 00:32:07,310
+90 sin
+
+258
+00:32:10,360 --> 00:32:18,680
+بصير بصير بصير بصير بصير هتكون DMC by DQ بالسواء R
+
+259
+00:32:18,680 --> 00:32:24,600
+في واحد زاد Cos θ لأن
+
+260
+00:32:24,600 --> 00:32:37,000
+هتكون Delta CB هتكون تكامل من Pi على اتنين لPi
+
+261
+00:32:41,260 --> 00:32:47,460
+طب انا بده احط q صفر يعني احط .. هسفر هيدي صح؟ بده
+
+262
+00:32:47,460 --> 00:32:53,020
+احكي هين while setting q to zero حسينا دي PR
+
+263
+00:32:53,020 --> 00:32:56,660
+cosine
+
+264
+00:32:56,660 --> 00:33:06,340
+theta في R في واحد زائد cosine theta
+
+265
+00:33:09,760 --> 00:33:16,560
+هنكتب معادلة الأول عشان ما نخرب الشكوش واحد على a
+
+266
+00:33:16,560 --> 00:33:23,180
+على ei في
+
+267
+00:33:23,180 --> 00:33:26,940
+m
+
+268
+00:33:26,940 --> 00:33:36,280
+cb d m cb by dq
+
+269
+00:33:39,430 --> 00:33:47,790
+ر دي ثيتا هي بتحط هنا اكيو ست اكيو بالساوة صفر
+
+270
+00:33:47,790 --> 00:33:55,850
+يعني هتساوي تكامل
+
+271
+00:33:55,850 --> 00:34:05,410
+من باي على اتنين ل باي واحد على اي في
+
+272
+00:34:07,970 --> 00:34:13,330
+ودا احط Q0 هتكون في PR Cos
+
+273
+00:34:13,330 --> 00:34:19,370
+θ في
+
+274
+00:34:19,370 --> 00:34:34,310
+R في 1 زاد Cos θ في RD θ يعني هتكون تكاملمن باي
+
+275
+00:34:34,310 --> 00:34:42,770
+على اتنين ل باي واحد على EI طبعا اندي هتكون اندي
+
+276
+00:34:42,770 --> 00:34:57,350
+PR تكييب PR تكييب في cosine theta زاد cosine تربيع
+
+277
+00:34:57,350 --> 00:35:01,690
+theta D theta
+
+278
+00:35:10,400 --> 00:35:19,660
+اللي هتطلع delta CB بتساوي ال
+
+279
+00:35:19,660 --> 00:35:23,840
+cos θ تربيع .. ال cos تربيع ثتا ايش الساوية؟ ال
+
+280
+00:35:23,840 --> 00:35:28,280
+cos تربيع ثتا خلنا نحكي ال cosine two theta ايش
+
+281
+00:35:28,280 --> 00:35:32,180
+الساوية؟ cosine .. خلنا نسميها cosine two beta ..
+
+282
+00:35:32,180 --> 00:35:38,360
+cosine two beta بتساوي cos تربيع beta minus sin
+
+283
+00:35:38,360 --> 00:35:45,540
+تربيعبيتا يعني هتكون هذا cosine تربيع beta minus
+
+284
+00:35:45,540 --> 00:35:51,000
+واحد minus cosine تربيع beta يعني هتكون اتنين
+
+285
+00:35:51,000 --> 00:35:57,220
+cosine تربيع beta ناقص واحد معناته هتكون cosine
+
+286
+00:35:57,220 --> 00:36:04,500
+تربيع beta سوى نص في واحد زائد cosine two beta
+
+287
+00:36:04,500 --> 00:36:09,160
+مظبوط يعني هتصير هذا
+
+288
+00:36:15,460 --> 00:36:22,160
+P P R
+
+289
+00:36:22,160 --> 00:36:32,480
+تكييب على EI في تكامل
+
+290
+00:36:32,480 --> 00:36:47,700
+من πي على اتنين لبي ل cosine thetaزاد نص في نص في
+
+291
+00:36:47,700 --> 00:36:59,960
+واحد نص زاد نص cosine نين ثيتا دي ثيتا يعني هتكون
+
+292
+00:36:59,960 --> 00:37:08,620
+P R تكيب على
+
+293
+00:37:08,620 --> 00:37:09,100
+EI
+
+294
+00:37:12,290 --> 00:37:18,810
+في sin θ زاد
+
+295
+00:37:18,810 --> 00:37:24,890
+θ على اتنين زاد
+
+296
+00:37:24,890 --> 00:37:35,650
+ربع sin two theta صح من
+
+297
+00:37:35,650 --> 00:37:41,030
+πي على اتنين لبي
+
+298
+00:37:44,490 --> 00:37:54,530
+يعني هتساوي P R تكييب على EI فيه هتكون sign by
+
+299
+00:37:54,530 --> 00:38:01,230
+هتكون sign by minus sign by على اتنين يعني هتكوناش
+
+300
+00:38:01,230 --> 00:38:05,870
+minus واحد زائد
+
+301
+00:38:05,870 --> 00:38:09,730
+by
+
+302
+00:38:09,730 --> 00:38:15,620
+على اربعةهذه اللي هي نص شو باقي نقص باقي على اتنين
+
+303
+00:38:15,620 --> 00:38:20,080
+زائد
+
+304
+00:38:20,080 --> 00:38:26,560
+هذا هتكون ال sign مية و تمانين ال
+
+305
+00:38:26,560 --> 00:38:29,140
+sign متين و تلت مية و ستين مالك ال sign ميتونين
+
+306
+00:38:29,140 --> 00:38:36,280
+زائد صفر هتكون صفر
+
+307
+00:38:36,280 --> 00:38:46,900
+يعني هتصفح delta in segment CB اللي هي PR تكيب على
+
+308
+00:38:46,900 --> 00:39:04,660
+EI في Pi على 4 ناقص واحد الان
+
+309
+00:39:04,660 --> 00:39:09,800
+ناخد segment BA ناخد segment
+
+310
+00:39:18,560 --> 00:39:25,740
+سيجمانت بي ايه هاخد
+
+311
+00:39:25,740 --> 00:39:29,480
+هاي ال X هاخد
+
+312
+00:39:29,480 --> 00:39:31,980
+هنا هكون عنده
+
+313
+00:39:43,980 --> 00:39:57,860
+عندي هين P وهين إيش Q وهد المسافة هد المسافة إيش X
+
+314
+00:39:57,860 --> 00:40:04,500
+هتكون
+
+315
+00:40:04,500 --> 00:40:22,150
+طبعا هتعكس moment BA ال MBA هتكون Q في
+
+316
+00:40:22,150 --> 00:40:29,250
+اتنين R زائد X زائد
+
+317
+00:40:29,250 --> 00:40:39,550
+P في R زائد X يعني
+
+318
+00:40:39,550 --> 00:40:52,140
+هطلع عند ال Dم با با دي كيو ايش بتساوي اتنين
+
+319
+00:40:52,140 --> 00:40:57,320
+ار زاد اكس اتنين ار زاد
+
+320
+00:40:57,320 --> 00:41:10,580
+اكس لان دلتا با هتكون تكامل من صفر لأقل لواحد على
+
+321
+00:41:10,580 --> 00:41:11,180
+اي اي
+
+322
+00:41:16,910 --> 00:41:26,930
+mba dmba by dq بدي اعملها بين القسين هنا في dx هنا
+
+323
+00:41:26,930 --> 00:41:35,870
+نحط q صوص صفر هتساوي delta ba هتكون تكامل من صفر
+
+324
+00:41:35,870 --> 00:41:49,180
+لأل واحد على eiMBA P R ZX P P
+
+325
+00:41:49,180 --> 00:41:58,080
+R ZX P
+
+326
+00:41:58,080 --> 00:42:03,420
+P R ZX P P P R ZX
+
+327
+00:42:03,420 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+328
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+329
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+330
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+331
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+332
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+333
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+334
+00:42:03,640 --> 00:42:03,640
+P P P P P P P P P P P P P P P P P P P P P P P P P
+
+335
+00:42:03,640 --> 00:42:03,640
+P P
+
+336
+00:42:06,840 --> 00:42:22,120
+DX انا حطيت Q مباشرة بالساوية يعني هتكون P على EI
+
+337
+00:42:22,120 --> 00:42:25,620
+تكامل
+
+338
+00:42:25,620 --> 00:42:32,460
+من صفر ل L عند
+
+339
+00:42:32,460 --> 00:42:35,100
+اتنين PR
+
+340
+00:42:37,240 --> 00:42:45,860
+أو اتنين R تربيع صح عند R X زائد اتنين R X زائد
+
+341
+00:42:45,860 --> 00:42:51,180
+تلاتة R X زائد
+
+342
+00:42:51,180 --> 00:43:04,020
+X تربيع DX يعني هتساوي P على EI التكامل
+
+343
+00:43:04,020 --> 00:43:11,920
+بيصير2R تربيع X زائد
+
+344
+00:43:11,920 --> 00:43:22,960
+تلاتة على اتنين R X تربيع زائد X تكييب على تلاتة
+
+345
+00:43:22,960 --> 00:43:33,300
+من سفر لأقل هتساوي P على EI في
+
+346
+00:43:39,370 --> 00:43:46,030
+التكييب هكون عندي اتنين اتنين
+
+347
+00:43:46,030 --> 00:43:57,610
+التكييب اتنين لأ مش ال تكييب هكون عندي بدي
+
+348
+00:43:57,610 --> 00:44:02,450
+اطلع ال برا اتنين
+
+349
+00:44:02,450 --> 00:44:04,650
+ار تربيع
+
+350
+00:44:08,480 --> 00:44:15,140
+زائد تلاتة على اتنين R
+
+351
+00:44:15,140 --> 00:44:20,400
+L زائد
+
+352
+00:44:20,400 --> 00:44:30,560
+التربيع على تلاتة طيب
+
+353
+00:44:32,360 --> 00:44:36,380
+أنا حكي هنا دلتة الكلية دلتة due to DC زي دلتة CB
+
+354
+00:44:36,380 --> 00:44:39,620
+زي دلتة BA يعني دلتة الكلية
+
+355
+00:44:55,430 --> 00:45:05,490
+الـ Delta في الكلية تكون Delta DC زي Delta CB زي
+
+356
+00:45:05,490 --> 00:45:22,570
+Delta BA هتساوي صفر زي Delta CB هذه مظبوط زي P R
+
+357
+00:45:22,570 --> 00:45:36,350
+تكيبعلى EI في Y على 4 الناقص واحد زائد
+
+358
+00:45:36,350 --> 00:45:40,050
+PL
+
+359
+00:45:40,050 --> 00:45:46,470
+على EI في
+
+360
+00:45:46,470 --> 00:45:49,510
+2R
+
+361
+00:45:49,510 --> 00:45:50,950
+تربيع
+
+362
+00:45:52,630 --> 00:46:05,970
+زائد تلاتة على اتنين RL زائد L التربيع زائد
+
+363
+00:46:05,970 --> 00:46:14,670
+L تربيع على تلاتة أو
+
+364
+00:46:14,670 --> 00:46:23,100
+طبعا عنعن P و R و E و I و L بتحسب إيش ال
+
+365
+00:46:23,100 --> 00:46:27,240
+deflection طبعا ال I اللي هي إيش الساوية باي على
+
+366
+00:46:27,240 --> 00:46:31,620
+أربع و ستين دي
+
+367
+00:46:31,620 --> 00:46:37,760
+وصة أربعة هيكم
+
+368
+00:46:37,760 --> 00:46:39,080
+خلاص المهاردة أعطيكم العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..7052f89caf39cfb826e50e2d328885ff2f1cf6e4
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_postprocess.srt
@@ -0,0 +1,1620 @@
+1
+00:00:05,420 --> 00:00:08,260
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,260 --> 00:00:12,600
+وبركاته اليوم هنكمل في مادة تصميم الألات واحد احنا
+
+3
+00:00:12,600 --> 00:00:14,940
+لحد تلاتة chapter تلاتة بنحكي عن ال stresses
+
+4
+00:00:14,940 --> 00:00:20,280
+ومسبباتها سواء كان axial loading او bending او
+
+5
+00:00:20,280 --> 00:00:23,600
+torsion او اي combination المره فاتحة كان عن
+
+6
+00:00:23,600 --> 00:00:27,260
+stress concentration اليوم هنكمل في موضوع جديد
+
+7
+00:00:27,260 --> 00:00:30,700
+هنحكي عن stresses in pressurized cylinders
+
+8
+00:00:30,700 --> 00:00:34,980
+الإجهادات في الأسطونات المضغوطةاحنا زى ما احنا
+
+9
+00:00:34,980 --> 00:00:42,600
+شايفين فينا استوانة نصف قطرة الداخل ر اي و نصف
+
+10
+00:00:42,600 --> 00:00:48,380
+قطرة الخارجى ر او متعرضة لضغط من درا لجوا طبعا هاد
+
+11
+00:00:48,380 --> 00:00:52,260
+استوانة ممتدة يعنى طولها إلى ما لنهاية طويلة جدا
+
+12
+00:00:52,260 --> 00:01:01,690
+فالمتعرضة لضغط داخل بي اي وضغط خارجى بي اونتيجة
+
+13
+00:01:01,690 --> 00:01:06,650
+الضغوط الداخلية و الخارجية بيصير لو أخدت element
+
+14
+00:01:06,650 --> 00:01:12,470
+على أي .. على بعد مسافة R هيكون فيه two stress
+
+15
+00:01:12,470 --> 00:01:16,590
+components واحدة tangential و سجمة tangential و
+
+16
+00:01:16,590 --> 00:01:20,230
+واحدة .. و واحدة ايش؟ باتجاه ال radial direction
+
+17
+00:01:20,230 --> 00:01:23,930
+سجمة radial احنا مش بطلب الاشتقاء بتاعها بس
+
+18
+00:01:23,930 --> 00:01:27,850
+هنعطيكوا المعادلةالـ stress tangential component
+
+19
+00:01:27,850 --> 00:01:31,810
+معطب للعقل هي sigma tangential بسواة P I R I
+
+20
+00:01:31,810 --> 00:01:37,090
+Square minus P O R O Square minus R I Square R O
+
+21
+00:01:37,090 --> 00:01:41,990
+Square في P O minus P I على R Square كله على R O
+
+22
+00:01:41,990 --> 00:01:45,550
+Square minus R I Square و ال sigma radial اللي هي
+
+23
+00:01:45,550 --> 00:01:50,870
+بسواة P I R I Square minus P O R O Square زاد R I
+
+24
+00:01:50,870 --> 00:01:57,890
+Square R O Square في P O minus P Iعلى R Square كله
+
+25
+00:01:57,890 --> 00:02:04,050
+على R O Square minus R I Square هناخد
+
+26
+00:02:04,050 --> 00:02:08,910
+الحالة ان بوق فيها ضغط جوه يعني مافيش ضغط من برا
+
+27
+00:02:08,910 --> 00:02:16,090
+هذه الحالة العامة PO بالستويه Zero إذا بنعود عن PO
+
+28
+00:02:16,090 --> 00:02:22,230
+بالستويه Zero في هذه المعادلة خلنا
+
+29
+00:02:22,230 --> 00:02:24,850
+نعود عن PO بالستويه Zero يصير Sigma Tangential
+
+30
+00:02:29,140 --> 00:02:36,960
+عند ال terms اللي فيها PO هتسفر صح هتكون PI RI
+
+31
+00:02:36,960 --> 00:02:44,400
+تربيع minus بيصير
+
+32
+00:02:44,400 --> 00:02:54,660
+minus هتصير عند ال PO زير minus minus plus plus RI
+
+33
+00:02:54,660 --> 00:02:56,840
+تربيع
+
+34
+00:02:58,370 --> 00:03:04,270
+R O تربيع في
+
+35
+00:03:04,270 --> 00:03:08,410
+P I على
+
+36
+00:03:08,410 --> 00:03:14,530
+R تربيع كله
+
+37
+00:03:14,530 --> 00:03:17,910
+على R
+
+38
+00:03:17,910 --> 00:03:25,690
+O تربيع minus I تربيع يعني هتكون خلّيني أخد عم
+
+39
+00:03:25,690 --> 00:03:27,010
+مشترك P I
+
+40
+00:03:29,720 --> 00:03:35,300
+ري تربيع هتكون
+
+41
+00:03:35,300 --> 00:03:50,080
+اندي واحد زائد ر او تربيع على ر تربيع على
+
+42
+00:03:50,080 --> 00:03:55,400
+ر او تربيع minus ر او تربيع هذا بالنسبة لسيجمة
+
+43
+00:03:55,400 --> 00:04:01,620
+tangential بالنسبة لسيجمة radialهنعوض عن PO بساوية
+
+44
+00:04:01,620 --> 00:04:08,840
+Zero هتكون ال P I R
+
+45
+00:04:08,840 --> 00:04:13,500
+I تربيع minus
+
+46
+00:04:13,500 --> 00:04:18,700
+R
+
+47
+00:04:18,700 --> 00:04:28,980
+I تربيع R O تربيع P I على R تربيع على R O تربيع
+
+48
+00:04:31,940 --> 00:04:41,640
+-RI تربيع نفس الشي ناخد مشترك PI RI تربيع هيكون
+
+49
+00:04:41,640 --> 00:04:53,380
+واحد minus RO تربيع على R تربيع على RO تربيع minus
+
+50
+00:04:53,380 --> 00:04:59,260
+RI تربيع هذا في حالة انه كان الضغط من جوا مش ضغط
+
+51
+00:04:59,260 --> 00:05:05,840
+من براليه هذه المعادلة؟ sigma tangential بيستوى ر
+
+52
+00:05:05,840 --> 00:05:10,740
+اي تربيع في P I على ر O تربيع منصار تربيع في 1 زي
+
+53
+00:05:10,740 --> 00:05:16,360
+ر O تربيع على R تربيع إذا
+
+54
+00:05:16,360 --> 00:05:23,540
+بنعمل plot إذا بنعمل plot ل sigma tangential as a
+
+55
+00:05:23,540 --> 00:05:31,120
+function of R بحيث نبدأ من عند ر I وننتهي عند ر O
+
+56
+00:05:32,710 --> 00:05:38,390
+لما تكون ال R بالساوية ر اي تربيع بتكون ال sigma
+
+57
+00:05:38,390 --> 00:05:44,070
+tangential ايش maximum لما تكون عندي ال R بالساوية
+
+58
+00:05:44,070 --> 00:05:50,790
+ر او تربيع بتكون اقل لان ال ر او اكبر من ال ر اي
+
+59
+00:05:50,790 --> 00:05:55,750
+من بين العلاقة العلاقة
+
+60
+00:05:58,190 --> 00:06:01,770
+decaying with distance r هذا ال sigma tangential
+
+61
+00:06:01,770 --> 00:06:08,290
+ال sigma radial لما نتعود ال r بالساوية ro ايش كل
+
+62
+00:06:08,290 --> 00:06:11,550
+كمية بالساوية صفر يعني على السطح الخارجي بتكون
+
+63
+00:06:11,550 --> 00:06:17,750
+ساوية صفر و بتكون maximum لما ال r بالساوية ri
+
+64
+00:06:21,680 --> 00:06:26,220
+هتكون هي فعلا هتكون minus pi هتكون sigma
+
+65
+00:06:26,220 --> 00:06:30,760
+tangential sigma radial عند ال R سواء ر I اللي
+
+66
+00:06:30,760 --> 00:06:32,920
+هتكون فعلا اللي هي الضغط مباشرة عليها اللي هي
+
+67
+00:06:32,920 --> 00:06:37,680
+minus pi إذا
+
+68
+00:06:37,680 --> 00:06:44,460
+كانوا الأطراف مغلقين إذا كانوا الأطراف مغلقين يعني
+
+69
+00:06:44,460 --> 00:06:45,080
+الحالة هذه
+
+70
+00:07:02,800 --> 00:07:09,700
+طبعا هذا ر اي هذا
+
+71
+00:07:09,700 --> 00:07:13,060
+ر او
+
+72
+00:07:13,060 --> 00:07:17,180
+فان
+
+73
+00:07:17,180 --> 00:07:28,420
+ضغط من كل الاتجاهات الضغط هيصير
+
+74
+00:07:28,420 --> 00:07:35,160
+stress بهذا الاتجاهسيجما ياش لانك دي دلالة اللى هو
+
+75
+00:07:35,160 --> 00:07:40,060
+stress بالاتجاه الطولى لان ال stress بالاتجاه
+
+76
+00:07:40,060 --> 00:07:45,020
+الطولى هيكون فى force من الضغط صح اللى هو سيجما ال
+
+77
+00:07:45,020 --> 00:07:51,020
+هتكون ال force على ال area ال area اللى هى هادل
+
+78
+00:07:51,020 --> 00:07:57,860
+جزء هذا صح هتكون عند ال force عبارة عن الضغط
+
+79
+00:07:57,860 --> 00:08:07,380
+الداخل ال PIفي المساحة الداخلية by ri تربيع على ال
+
+80
+00:08:07,380 --> 00:08:14,760
+area اللى هتكون by بالظبط في ro تربيع minus ri
+
+81
+00:08:14,760 --> 00:08:27,300
+تربيع يعني هتكون pi ri تربيع على ro تربيع minus ri
+
+82
+00:08:52,830 --> 00:08:58,950
+طبعا هذه المعادلات السابقة هي الحالة العامةهناخد
+
+83
+00:08:58,950 --> 00:09:06,530
+حالة خاصة انه ممكن اعتبر انه cylinder thin walled
+
+84
+00:09:06,530 --> 00:09:11,490
+cylinder او thin walled vessel انا بعتبر ال
+
+85
+00:09:11,490 --> 00:09:15,030
+cylinder thin walled اذا كان ال thickness بتاعها
+
+86
+00:09:15,030 --> 00:09:19,010
+اقل او يستوى عشر radius اذا كان ال thickness اقل
+
+87
+00:09:19,010 --> 00:09:24,910
+او يستوى عشر radius بعتبرها ايش؟ thin walled
+
+88
+00:09:24,910 --> 00:09:33,910
+cylinderفي حالة ال thickness كان قليل بالنسبة لل
+
+89
+00:09:33,910 --> 00:09:40,950
+radius الله نجعل المعادلة هذه يعني
+
+90
+00:09:40,950 --> 00:09:48,650
+هتكون ال R O قريبة كتير من ال R I صح؟معناته هذا ال
+
+91
+00:09:48,650 --> 00:09:55,940
+term as ال R approaches ال R Iبقترب من صفر بيعني
+
+92
+00:09:55,940 --> 00:10:00,060
+ان عندي regular stress component في حالة thin
+
+93
+00:10:00,060 --> 00:10:07,300
+walled cylinder بتكون صغيرة بالمقارنة مع
+
+94
+00:10:07,300 --> 00:10:13,980
+tangential component ال
+
+95
+00:10:13,980 --> 00:10:23,940
+average tangential stress هيكون PDI على 2Tالـ D هو
+
+96
+00:10:23,940 --> 00:10:27,980
+القطر الداخل للأسطوانة والـ T هو ال thickness تاع
+
+97
+00:10:27,980 --> 00:10:31,040
+الأسطوانة هذا ال average ال maximum tangential
+
+98
+00:10:31,040 --> 00:10:39,040
+stress معطل الأقل هي P DI زائد T على اتنين T وال
+
+99
+00:10:39,040 --> 00:10:43,020
+stress بالاتجاه الطولي إذا كانت الأطراف مغلطة
+
+100
+00:10:43,020 --> 00:10:51,300
+بيستوى PDI على أربعة T PDI على أربعة T نشوف مثال
+
+101
+00:11:14,800 --> 00:11:20,760
+an aluminum alloy pressure vessel عندي انبوب مصطوم
+
+102
+00:11:20,760 --> 00:11:25,060
+من الألمنيوم is made of a tubing having an outside
+
+103
+00:11:25,060 --> 00:11:27,320
+diameter of eight inch and a wall thickness of ربع
+
+104
+00:11:27,320 --> 00:11:37,400
+إنش يعني عندي الانبوبة قطرها الخارجي القطر
+
+105
+00:11:37,400 --> 00:11:38,220
+الخارجي عليها
+
+106
+00:11:44,160 --> 00:12:06,640
+بستوى تمانية انش وسمكة ربع انش وجواها
+
+107
+00:12:06,640 --> 00:12:08,620
+سائل او باز مضغوط
+
+108
+00:12:12,020 --> 00:12:14,980
+What pressure can the cylinder carry if the
+
+109
+00:12:14,980 --> 00:12:18,960
+permissible tangential stress is twelve kilopound
+
+110
+00:12:18,960 --> 00:12:23,880
+per square inch and the theory of thin walled
+
+111
+00:12:23,880 --> 00:12:26,900
+vessels is assumed to apply؟ إيش قيمة الضغط
+
+112
+00:12:26,900 --> 00:12:32,180
+الداخلي؟ بيده PI إيه
+
+113
+00:12:32,180 --> 00:12:38,420
+ده إيش قيمته؟ إذا كان ال sigma tangential
+
+114
+00:12:38,420 --> 00:12:44,950
+permissibleسواء اتناشر كيلو باوند لكل انش مربع
+
+115
+00:12:44,950 --> 00:12:49,730
+اللي
+
+116
+00:12:49,730 --> 00:12:56,970
+هو بدي
+
+117
+00:12:56,970 --> 00:13:02,590
+احنا نشوف sigma tangential maximum sigma
+
+118
+00:13:02,590 --> 00:13:11,910
+tangential maximum ايه في الساوية ال Pفي دي اي
+
+119
+00:13:11,910 --> 00:13:27,210
+زادي thickness على اتنين T ال دي اي في ساوي دي
+
+120
+00:13:27,210 --> 00:13:34,990
+او ماينس اتنين T مظبوط يعني هتكون تمانية نقص اتنين
+
+121
+00:13:34,990 --> 00:13:35,470
+في ربع
+
+122
+00:13:38,310 --> 00:13:44,410
+يعني سبعة و نص انش هذه
+
+123
+00:13:44,410 --> 00:13:49,350
+حد ساوة و مابعطيني ماشر
+
+124
+00:13:49,350 --> 00:13:56,250
+ألف pound per square inch يعني احنا عند P في القطر
+
+125
+00:13:56,250 --> 00:14:03,810
+الداخل سبعة و نص و ال thickness ربع على اتنين
+
+126
+00:14:06,360 --> 00:14:16,220
+في ربع بيستخدموا اتناشر ألف ومنها بحسب ال P بيستوى
+
+127
+00:14:16,220 --> 00:14:23,920
+ست الف على سبعة خمسة سبعة و أربعة و أربعة و سبعين
+
+128
+00:14:23,920 --> 00:14:27,900
+فاصلة واحدة تسعة تلاتة سبعة مية و أربعة و سبعين
+
+129
+00:14:27,900 --> 00:14:32,820
+فاصلة واحدة تسعة تلاتة اللي هي PSI
+
+130
+00:14:36,330 --> 00:14:41,270
+هذا الضغط جوا ال cylinder هذا
+
+131
+00:14:41,270 --> 00:14:48,470
+المطلوب الأول المطلوب كان on the basis of pressure
+
+132
+00:14:48,470 --> 00:14:57,630
+found in part a على أساس احنا عرفنا الضغط طبقا
+
+133
+00:14:57,630 --> 00:14:59,450
+لطريقة الحسبة في part a
+
+134
+00:15:03,150 --> 00:15:06,330
+compute stress components using theory for thick
+
+135
+00:15:06,330 --> 00:15:09,030
+walled cylinders احسب ال stress components
+
+136
+00:15:09,030 --> 00:15:15,590
+باستخدام ال thick walled cylinders في الثيوريا حتي
+
+137
+00:15:15,590 --> 00:15:22,810
+ال thick walled cylinder sigma
+
+138
+00:15:22,810 --> 00:15:28,930
+tangential ايش ساوي ر
+
+139
+00:15:28,930 --> 00:15:32,290
+اي تربية
+
+140
+00:15:34,130 --> 00:15:45,290
+Pi على Ro تربيع minus Ri تربيع في واحد زاد Ro
+
+141
+00:15:45,290 --> 00:15:56,670
+تربيع على R تربيع يعني عندي اللي هو ال ال ال Ri
+
+142
+00:15:56,670 --> 00:16:04,650
+ايش يستوي دي اعلى اتنين صح؟تكون تلاتة فاصلة سبعة
+
+143
+00:16:04,650 --> 00:16:12,170
+خمسة انش و ال R هو ايش يساوي اللي
+
+144
+00:16:12,170 --> 00:16:20,550
+هو تمانية على اتنين اربعة انش يعني هتكون sigma
+
+145
+00:16:20,550 --> 00:16:27,370
+tangential ر I اللي هي تلاتة point سبعة خمسة تربيع
+
+146
+00:16:27,370 --> 00:16:32,490
+ال P I احنا هيه في سبعة مية و اربعة و سبعين
+
+147
+00:16:35,320 --> 00:16:42,800
+point two على ال R أوله أربع تربيع minus تلاتة
+
+148
+00:16:42,800 --> 00:16:55,880
+point سبعة خمسة تربيع في واحد زائد أربع تربيع على
+
+149
+00:16:55,880 --> 00:17:01,900
+R تربيع احسبوا
+
+150
+00:17:01,900 --> 00:17:02,240
+ليها
+
+151
+00:17:05,170 --> 00:17:29,170
+بس ال term هذا ال
+
+152
+00:17:29,170 --> 00:17:31,050
+sigma R ال radial
+
+153
+00:17:35,610 --> 00:17:49,970
+هتكون ر I تربيع P I على ر O تربيع minus A على
+
+154
+00:17:49,970 --> 00:18:00,290
+تربيع في واحد minus R O تربيع على R تربيع هتساوي
+
+155
+00:18:06,410 --> 00:18:15,490
+الأولى كم؟ خمس تلاف و ستمية ايوة اللى هي في واحد
+
+156
+00:18:15,490 --> 00:18:22,950
+زي ستاش على R تربيع التان عتكون خمس تلاف و ستمية و
+
+157
+00:18:22,950 --> 00:18:28,590
+تسعة عشر في
+
+158
+00:18:28,590 --> 00:18:29,310
+واحد
+
+159
+00:18:35,820 --> 00:18:42,520
+في واحد ناقص ستاش على
+
+160
+00:18:42,520 --> 00:18:48,160
+R تربيع و
+
+161
+00:18:48,160 --> 00:18:57,340
+ال sigma L sigma
+
+162
+00:18:57,340 --> 00:18:57,720
+L
+
+163
+00:19:04,190 --> 00:19:08,970
+بتساوي PI RI
+
+164
+00:19:08,970 --> 00:19:15,850
+تربيع على RO تربيع
+
+165
+00:19:15,850 --> 00:19:23,550
+minus RI تربيع اللي
+
+166
+00:19:23,550 --> 00:19:30,430
+هتكون يعيش خمس تلاف وست مية وتسعتاش PSI
+
+167
+00:19:41,250 --> 00:19:46,030
+طيب طيب sigma tangential maximum ايش هتكون sigma
+
+168
+00:19:46,030 --> 00:19:53,530
+tangential maximum
+
+169
+00:19:53,530 --> 00:19:59,630
+هتكون
+
+170
+00:19:59,630 --> 00:20:05,050
+لما ال R يستوى ر ايه صح؟ يعني هتكون خمس سنة و ست
+
+171
+00:20:05,050 --> 00:20:05,810
+مية و تسعة عشر
+
+172
+00:20:10,140 --> 00:20:19,540
+في واحد زائر ستاش على
+
+173
+00:20:19,540 --> 00:20:27,760
+ر آي اللي هي أكم تلاتة point سبعة خمسة تربيع أكم
+
+174
+00:20:27,760 --> 00:20:34,220
+تطلع اتناشر الف اتناشر الف
+
+175
+00:20:38,620 --> 00:20:44,480
+و اتناشر PSI مش
+
+176
+00:20:44,480 --> 00:20:48,520
+في فرق اذا كان نفس الاشي المفروض تطلع نفس الجواب
+
+177
+00:20:48,520 --> 00:20:53,300
+بس الفرق مش بسيط يعني بدي احكي ال percentage error
+
+178
+00:20:53,300 --> 00:20:56,860
+هكون
+
+179
+00:20:56,860 --> 00:21:02,980
+سوى اتناشر الف و اتناشر ماينس اتناشر الف على
+
+180
+00:21:02,980 --> 00:21:06,580
+اتناشر الف و اتناشر في مية
+
+181
+00:21:09,610 --> 00:21:20,950
+اكم تطلع؟ حسبوليها واحد في الألف اه
+
+182
+00:21:20,950 --> 00:21:24,350
+يعني point
+
+183
+00:21:24,350 --> 00:21:33,690
+واحد في المية ال
+
+184
+00:21:33,690 --> 00:21:37,730
+.. ال sigma r ال sigma r
+
+185
+00:21:43,040 --> 00:21:50,960
+الـ Sigma R maximum بتكون
+
+186
+00:21:50,960 --> 00:21:56,720
+لما R تستوي
+
+187
+00:21:56,720 --> 00:22:06,480
+ايش؟ R I صح؟ يعني هتكون خمس تلعب ستمية وتسعتاش فى
+
+188
+00:22:06,480 --> 00:22:07,740
+واحد ناقص
+
+189
+00:22:10,120 --> 00:22:17,220
+ستاش ع تلاتة point سبعة خمسة طبعا المفروض يكون
+
+190
+00:22:17,220 --> 00:22:23,700
+متوقع الجواب هتكون سواء في اي اكم حسبوها بس في اي
+
+191
+00:22:23,700 --> 00:22:34,360
+بس بالسالب اللي هي السالب سبعة سبعة اربعة في
+
+192
+00:22:34,360 --> 00:22:34,820
+اصعى
+
+193
+00:22:49,030 --> 00:23:00,750
+الضغط الجو اكم؟ اكم؟ اربعتاش؟ اربعتاش من سبعة؟
+
+194
+00:23:00,750 --> 00:23:07,810
+اكم؟ PSI ولا كيلو باون؟ PSI صح؟
+
+195
+00:23:07,810 --> 00:23:11,350
+PSI
+
+196
+00:23:11,350 --> 00:23:18,370
+اكدوا معناته؟يعني خمستاش يعني انا احكي سبعة ..
+
+197
+00:23:18,370 --> 00:23:23,150
+سبعة مية و خمسين تقريبا على خمستاش خمسين ضعيفة ضغط
+
+198
+00:23:23,150 --> 00:23:27,090
+الجول يعني
+
+199
+00:23:27,090 --> 00:23:28,670
+اكتر من الخمسين bar
+
+200
+00:23:49,310 --> 00:23:57,130
+طيب الان فى حالة عندى rotating rings يعني عندى
+
+201
+00:23:57,130 --> 00:24:00,970
+أسطوانات بتدور الأسطوانات بتدور من وجهها فى حالة
+
+202
+00:24:00,970 --> 00:24:05,850
+ال flywheels فى حالة الشفطات اللى هو blowers
+
+203
+00:24:05,850 --> 00:24:09,290
+بيكونوا بتدور بسرعة عالية فى حالة ال diskات اللى
+
+204
+00:24:09,290 --> 00:24:11,790
+بتدور نتيجة الدوران
+
+205
+00:24:17,800 --> 00:24:30,220
+بصير قوة طرد مركزي بتحاول
+
+206
+00:24:30,220 --> 00:24:35,120
+القطر الخارجي
+
+207
+00:24:35,120 --> 00:24:38,160
+أو كل ما طلع مقابلة من المركز واطلع لبرا بيحاول
+
+208
+00:24:38,160 --> 00:24:43,040
+الأقطار ايش؟ تكبر، صح؟ بتحاول ايش؟ الأقطار تكبر،
+
+209
+00:24:43,040 --> 00:24:45,780
+اذا تلاحظ الأقطار، الأقطار تكبر، مانعكت بيصير ايش؟
+
+210
+00:24:46,620 --> 00:24:49,900
+بيصير عندي tangential stress component بيصير عندي
+
+211
+00:24:49,900 --> 00:24:54,140
+نتيجة الدوران قوت الطرد المركزي بتحول مادة بدها
+
+212
+00:24:54,140 --> 00:24:58,300
+تصير فيها ال strength تمغطف فبيصير عندي tangential
+
+213
+00:24:58,300 --> 00:25:03,100
+و radial stress components شبيهة لل thick wall
+
+214
+00:25:03,100 --> 00:25:08,990
+pressure cylindersالفارق الوحيد ان المسبب مافيش
+
+215
+00:25:08,990 --> 00:25:13,110
+ضغط فيه اللي هي قوة اللي هي ال inertia forces هي
+
+216
+00:25:13,110 --> 00:25:15,890
+اللي بتخلي ال tangential و ال radial stress
+
+217
+00:25:15,890 --> 00:25:19,910
+components المثل
+
+218
+00:25:19,910 --> 00:25:24,470
+بتكون موجودة او ملحوظة لو يكون ال outside radius
+
+219
+00:25:24,470 --> 00:25:33,250
+كبير بالمقارنة مع ال thickness و ال thickness is
+
+220
+00:25:33,250 --> 00:25:38,460
+constantو ال stresses are constant over the
+
+221
+00:25:38,460 --> 00:25:41,480
+thickness يعني انا عندى flywheel عادة بتكون شكل ال
+
+222
+00:25:41,480 --> 00:25:57,960
+flywheel هذا
+
+223
+00:25:57,960 --> 00:26:01,260
+ال flywheel هذا القطر الخارجي
+
+224
+00:26:06,540 --> 00:26:11,020
+الكبير من مقارنة عياش بال thickness يعني ال RO
+
+225
+00:26:11,020 --> 00:26:21,080
+أكبر او يساوي عشرة ضعف ال T وال
+
+226
+00:26:21,080 --> 00:26:27,200
+thickness is constant ممكن اعتبر انه لان بعيد ال
+
+227
+00:26:27,200 --> 00:26:31,460
+stress بيكون constant على عياش على الدفلة الصغيرة
+
+228
+00:26:31,460 --> 00:26:31,700
+هذه
+
+229
+00:26:35,450 --> 00:26:39,910
+التنجين في ال stress معقول علاقة هذه رو أميجا
+
+230
+00:26:39,910 --> 00:26:46,310
+سكوير في تلاتة زاد نيو على تمانية في ر اي سكوير
+
+231
+00:26:46,310 --> 00:26:50,230
+زاد ر او سكوير زاد ر اي سكوير ر او سكوير على ر
+
+232
+00:26:50,230 --> 00:26:55,230
+سكوير minus واحد minus واحد زاد تلاتة نيو على
+
+233
+00:26:55,230 --> 00:27:01,320
+تلاتة زاد نيو في ر سكوير ال روالكثافة المادة
+
+234
+00:27:01,320 --> 00:27:05,300
+المصطلوب منها ال disk او ال flywheel ال omega
+
+235
+00:27:05,300 --> 00:27:09,720
+السرعة الزاوية لل disk او ال flywheel بال radians
+
+236
+00:27:09,720 --> 00:27:16,590
+per second لنهيو ال poison ratioالـRI اللى هو نص
+
+237
+00:27:16,590 --> 00:27:21,370
+القطر الداخلى للدسك او ال flywheel ال R أو نص
+
+238
+00:27:21,370 --> 00:27:28,170
+القطر الخارجى والـR هي any location انا بحس بال
+
+239
+00:27:28,170 --> 00:27:35,530
+stress at any radial distance R والسيجما
+
+240
+00:27:35,530 --> 00:27:38,410
+راديال برضه موضوع للعقل اللى هي رؤى ميجا سكوير في
+
+241
+00:27:38,410 --> 00:27:43,790
+تلاتة زاد نيو على تمانيةفي ر اي سكوير زي ر اي
+
+242
+00:27:43,790 --> 00:27:49,770
+سكوير minus ر اي سكوير في ر اي سكوير على ر سكوير
+
+243
+00:27:49,770 --> 00:27:53,890
+minus ر اي سكوير لاحظوا ترمات في تشابه مع ال term
+
+244
+00:27:53,890 --> 00:28:01,870
+الأخير فإذا عندي disk بدور يعني
+
+245
+00:28:01,870 --> 00:28:03,990
+هذه الفكرة اللي كانوا يستخدموها في المولينيكس
+
+246
+00:28:03,990 --> 00:28:09,250
+القديم المولينيكس القديم كان عند الشافت
+
+247
+00:29:15,450 --> 00:29:24,150
+هذا ال shaft عندنا ال motor هذه كانت تكون مطاطة
+
+248
+00:29:24,150 --> 00:29:30,670
+سننة سننة لان لما ندور مع سرعة كانت تفتح هذه تسير
+
+249
+00:29:30,670 --> 00:29:39,030
+تمسك على القطعة التانية فتدور معها نتيجة قوة الطرد
+
+250
+00:29:39,030 --> 00:29:39,930
+المركزية
+
+251
+00:29:48,480 --> 00:30:05,300
+طيب .. برضه
+
+252
+00:30:07,360 --> 00:30:12,680
+إذا أريد أن أثبت مثلا قطعتين استمنيت مع بعض ممكن
+
+253
+00:30:12,680 --> 00:30:15,540
+أستخدم طريقة اللي هي ما يسمى ال press و ال shrink
+
+254
+00:30:15,540 --> 00:30:20,800
+fit ال press أنه يكون القطعة الداخلية قطرها أكبر
+
+255
+00:30:20,800 --> 00:30:25,900
+شوية من القطعة الخارجية أدخله في الضغط ال press
+
+256
+00:30:25,900 --> 00:30:30,080
+fit أو shrink fit أنه بتسخين أساخن القطعة الخارجية
+
+257
+00:30:30,080 --> 00:30:33,240
+تتمدد فبصير القطعة ده ممكن تدخل فيها لأن في عندي
+
+258
+00:30:33,240 --> 00:30:33,480
+هين
+
+259
+00:30:36,670 --> 00:30:42,710
+تو parts هذا القطع الخارجية و هذا ال inner part
+
+260
+00:30:42,710 --> 00:30:49,350
+بدي أمسكهم بعض باستخدام press fit او shrink fit
+
+261
+00:30:49,350 --> 00:30:56,950
+الان القطع الداخلية نص
+
+262
+00:30:56,950 --> 00:31:01,170
+قطرها الداخل ر اي و نص قطرها الخارجي R capital
+
+263
+00:31:01,170 --> 00:31:14,790
+القطع الخارجيةمسكتر الداخلي R مسكتر الخارجي RO لأن
+
+264
+00:31:14,790 --> 00:31:18,910
+عشان هدول يصيروا مسكين مع بعض بتكون القطعة
+
+265
+00:31:18,910 --> 00:31:26,270
+الخارجية أكبر شوية في Delta مسافة زراية Delta الان
+
+266
+00:31:26,270 --> 00:31:32,160
+نتيجة ان ال Delta صغيرة فبصيرالقطع الداخلية تضغط
+
+267
+00:31:32,160 --> 00:31:35,340
+على القطع الخارجية لبرا و الخارجية تضغط على القطع
+
+268
+00:31:35,340 --> 00:31:42,340
+الداخلية لجوه عكس بعض فبتولد pressure بين
+
+269
+00:31:42,340 --> 00:31:46,160
+القطعتين ال
+
+270
+00:31:46,160 --> 00:31:50,020
+pressure على القطع الداخلية هكون pressure خارجي
+
+271
+00:31:50,020 --> 00:31:55,460
+خارجي ال pressure على القطع الخارجية هكون pressure
+
+272
+00:31:55,460 --> 00:31:56,920
+داخلي
+
+273
+00:31:58,900 --> 00:32:03,660
+الان يعني هي حسب كيف انا اطلع في الآخر بغض النظر
+
+274
+00:32:03,660 --> 00:32:07,620
+هو pressure خارجي او داخلي هو نفس ال pressure بس
+
+275
+00:32:07,620 --> 00:32:11,580
+اذا بدأ درس الداخلية بيكون pressure خارجي اذا بدأ
+
+276
+00:32:11,580 --> 00:32:16,680
+درس القطعة الخارجية بيكون pressure داخلي الان كل
+
+277
+00:32:16,680 --> 00:32:23,460
+طبعا زيدي ال delta ال pressure automatic هزيد طبعا
+
+278
+00:32:23,460 --> 00:32:29,090
+ال pressure اكيدبيعتمد على الـ Radial Difference
+
+279
+00:32:29,090 --> 00:32:35,310
+اللي هو Delta وبيعتمد برضه على الخصائص الميكانيكية
+
+280
+00:32:35,310 --> 00:32:40,050
+بتاعة المواد بيعتمد على ال Poison Ratio وبيعتمد
+
+281
+00:32:40,050 --> 00:32:45,310
+على Modulus of Elasticity زائد ايش الجيومتري
+
+282
+00:32:45,310 --> 00:32:51,890
+الأقطار معناته ال pressure بيستوى Delta على R كبتر
+
+283
+00:32:51,890 --> 00:32:57,050
+ال R كبتر هي ال common radius بين ال two partsفي 1
+
+284
+00:32:57,050 --> 00:33:01,790
+على EO في R O تربيع زاد R تربيع على R O تربيع
+
+285
+00:33:01,790 --> 00:33:07,370
+minus R تربيع زاد new node زاد 1 على EI في R تربيع
+
+286
+00:33:07,370 --> 00:33:13,890
+زاد R I تربيع على R تربيع capital minus R I تربيع
+
+287
+00:33:13,890 --> 00:33:18,130
+minus new I لأن ال EO و EI اللي هي ال modulus of
+
+288
+00:33:18,130 --> 00:33:24,770
+elasticity لل outer part و ال inner partو ال new
+
+289
+00:33:24,770 --> 00:33:28,310
+node و ال new I اللي هي ال poison ratio لل outer
+
+290
+00:33:28,310 --> 00:33:35,210
+part و ال inner part و ال R capital هي ال common
+
+291
+00:33:35,210 --> 00:33:38,690
+radius بين ال two parts او اللي هي R capital
+
+292
+00:33:38,690 --> 00:33:41,290
+common radius بين ال part الداخلي و ال part
+
+293
+00:33:41,290 --> 00:33:47,770
+الخارجي ال R I هي القطر الداخلي لل inner part و ال
+
+294
+00:33:47,770 --> 00:33:55,740
+R O هو القطر الخارجي لل outer partلأن بتولد
+
+295
+00:33:55,740 --> 00:34:00,600
+pressure معناته ال pressure ده هعمل stresses سواء
+
+296
+00:34:00,600 --> 00:34:04,260
+في القطعة الداخلية او القطعة الخارجية عشان احسب ال
+
+297
+00:34:04,260 --> 00:34:06,420
+stresses انا ده ال pressure عرفته ال pressure
+
+298
+00:34:06,420 --> 00:34:10,780
+عرفته المعادلة اللي .. الان لو ده أخد ال part
+
+299
+00:34:10,780 --> 00:34:16,840
+الداخلي هيكون متعرض لإياش ضغط خارجي ضغط خارجي
+
+300
+00:34:16,840 --> 00:34:21,000
+معناته ال P I عليه ايش ساعة؟ Zero فبروح في
+
+301
+00:34:21,000 --> 00:34:29,960
+المعادلات تعالىthick cylinder هذه المعدلات الفارت
+
+302
+00:34:29,960 --> 00:34:37,140
+الداخلي بروح بعوض اللي هو ال P I ب Zero P I ب Zero
+
+303
+00:34:37,140 --> 00:34:38,260
+P I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+304
+00:34:38,260 --> 00:34:39,520
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+305
+00:34:39,520 --> 00:34:41,120
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+306
+00:34:41,120 --> 00:34:42,060
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+307
+00:34:42,060 --> 00:34:43,880
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+308
+00:34:43,880 --> 00:34:48,420
+I ب Zero P I ب Zero P I ب Zero
+
+309
+00:34:51,740 --> 00:34:55,980
+بالنسبة للقطع الخارجية بيكون علي pressure داخلي
+
+310
+00:34:55,980 --> 00:35:05,160
+يعني بتكون ال P O بيستوى صفر وال R I بتاعتها ر
+
+311
+00:35:05,160 --> 00:35:13,080
+كابيتل وال R O هي ر او واضح؟
+
+312
+00:35:13,080 --> 00:35:16,320
+اعتماد على هذه المعادلات
+
+313
+00:35:19,990 --> 00:35:24,090
+بحسب اللي هو tangential stress component و radial
+
+314
+00:35:24,090 --> 00:35:29,150
+stress component اذا كانوا اتوصل if both cylinders
+
+315
+00:35:29,150 --> 00:35:32,130
+are of the same material اذا كانوا نفس المادة
+
+316
+00:35:32,130 --> 00:35:40,530
+معناته هتكون عنده ال EO نفس الاشي و ال new O نفس
+
+317
+00:35:40,530 --> 00:35:48,570
+ال new I تعمل اختصارات تصبح المعادلة اصغربسرعان دي
+
+318
+00:35:48,570 --> 00:35:51,870
+ال pressure الحراري ال P بيستوى E في Delta على
+
+319
+00:35:51,870 --> 00:35:57,190
+اتنين R capital تكعيب في R O تربيع minus R تربيع
+
+320
+00:35:57,190 --> 00:36:02,390
+capital في R تربيع capital minus Ri تربيع على R O
+
+321
+00:36:02,390 --> 00:36:03,770
+تربيع minus Ri تربيع
+
+322
+00:36:09,000 --> 00:36:11,560
+المعادلات اللى احنا شفناها اللى هي معادلة السرقة
+
+323
+00:36:11,560 --> 00:36:14,420
+بتاعة ال sigma tangential و sigma radial بتاعة ال
+
+324
+00:36:14,420 --> 00:36:17,780
+.. اللى .. اللى هي ال .. ال .. التدمير في stress
+
+325
+00:36:17,780 --> 00:36:20,720
+component و radial stress component في حالة اللى
+
+326
+00:36:20,720 --> 00:36:25,880
+هى thick pressurized cylinder بستخدم معادلته ده
+
+327
+00:36:25,880 --> 00:36:28,920
+عشان احسب ال stresses في ال two cylindrical
+
+328
+00:36:28,920 --> 00:36:35,640
+components for the inner member للسلندر
+
+329
+00:36:35,640 --> 00:36:46,150
+الداخليةال P O بيساوي P وال P I بيساوي صفر بحسب
+
+330
+00:36:46,150 --> 00:36:49,310
+ال tangential stress sigma tangential على ال inner
+
+331
+00:36:49,310 --> 00:36:56,350
+part لما ال R small بيساوي R capital تطلع minus P
+
+332
+00:36:56,350 --> 00:37:01,790
+في R capital تربيع زاد R I تربيع على R تربيع minus
+
+333
+00:37:01,790 --> 00:37:03,530
+R I تربيع
+
+334
+00:37:08,260 --> 00:37:12,920
+for the outer member بيكون
+
+335
+00:37:12,920 --> 00:37:15,580
+ال P O بيستوي السفر وال P I بيستوي ال P بيستوي
+
+336
+00:37:15,580 --> 00:37:20,200
+السفر وال P I بيستوي ال P بيستوي ال P بيستوي ال P
+
+337
+00:37:20,200 --> 00:37:24,480
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+338
+00:37:24,480 --> 00:37:31,540
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+339
+00:37:31,540 --> 00:37:34,180
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+340
+00:37:34,180 --> 00:37:34,420
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+341
+00:37:34,420 --> 00:37:37,200
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+342
+00:37:37,570 --> 00:37:41,690
+ما بيساوي بعض، مع أنه انا حاسب tangential stress
+
+343
+00:37:41,690 --> 00:37:44,410
+component عن نفس ال radial distance، يعني R small
+
+344
+00:37:44,410 --> 00:37:48,950
+plus R capital ببساطة لأن الأكتر تقاربهم مختلفين،
+
+345
+00:37:48,950 --> 00:37:52,110
+مظبوط؟
+
+346
+00:37:52,110 --> 00:37:57,650
+يعني إذا حد حابب أريكم كيف هذه أجهزة، يعني ممكن
+
+347
+00:37:57,650 --> 00:38:00,190
+نحكي بحالة ال inner cylinder
+
+348
+00:38:06,360 --> 00:38:12,760
+في حالة ال inner ال
+
+349
+00:38:12,760 --> 00:38:16,880
+cylinder بكون
+
+350
+00:38:16,880 --> 00:38:27,860
+عندي ال ri بيستوى ال ri صح؟ و ال ro بيستوى ال R
+
+351
+00:38:27,860 --> 00:38:33,780
+capital صح؟ و ال pi ايش بيستوى؟
+
+352
+00:38:36,680 --> 00:38:44,960
+صفر و ال P O بستوي ايش P معناه السيج باتنجرش اللي
+
+353
+00:38:44,960 --> 00:38:49,480
+بيصير سوى همعوض
+
+354
+00:38:49,480 --> 00:39:01,540
+عن P I بصفر هتكون سوى minus P O R O اللي هي R
+
+355
+00:39:01,540 --> 00:39:05,680
+capital تربيع minus
+
+356
+00:39:07,940 --> 00:39:18,520
+ري تربيح ر كابيتال تربيح في ال
+
+357
+00:39:18,520 --> 00:39:23,440
+PIO صح في
+
+358
+00:39:23,440 --> 00:39:28,200
+PIO على
+
+359
+00:39:28,200 --> 00:39:32,960
+R تربيع على
+
+360
+00:39:32,960 --> 00:39:45,620
+اللي هي Rcapital تربيع minus ri تربيع يعني
+
+361
+00:39:45,620 --> 00:40:02,180
+هناخد minus PO في R تربيع صح همشترك بيصير عندى
+
+362
+00:40:02,180 --> 00:40:05,420
+واحد
+
+363
+00:40:08,350 --> 00:40:18,790
+زائد ر I تربيع على R تربيع على
+
+364
+00:40:18,790 --> 00:40:26,910
+R تربيع minus ر I تربيع هذا
+
+365
+00:40:26,910 --> 00:40:34,430
+في حالة ال inner cylinder و
+
+366
+00:40:34,430 --> 00:40:35,490
+ال sigma R
+
+367
+00:40:38,590 --> 00:40:47,230
+هتكون تساوي انا هعوض ال P I بصفر minus P O R
+
+368
+00:40:47,230 --> 00:40:51,810
+capital تربية زاد
+
+369
+00:40:51,810 --> 00:41:05,030
+ر I تربية R capital تربية في P O الان بطلت P O
+
+370
+00:41:05,030 --> 00:41:07,570
+هيحصل ان انا في الحالة دي H P صح؟
+
+371
+00:41:11,460 --> 00:41:20,540
+فى P اللى هى ال P هو بالساوية P على R تربية على
+
+372
+00:41:20,540 --> 00:41:29,300
+R capital تربية minus RI تربية يعنى هتكون تساوية
+
+373
+00:41:29,300 --> 00:41:32,620
+هاخد
+
+374
+00:41:32,620 --> 00:41:40,320
+PR تربية PR
+
+375
+00:41:40,320 --> 00:41:48,490
+تربيةفي minus واحد زائد
+
+376
+00:41:48,490 --> 00:42:02,550
+ر اي تربية على R تربية على R capital تربية minus ر
+
+377
+00:42:02,550 --> 00:42:07,270
+اي تربية طيب
+
+378
+00:42:11,620 --> 00:42:19,080
+الـ Outer Cylinder هيكون
+
+379
+00:42:19,080 --> 00:42:29,380
+عندي الـRI بيستوى R كابيتال والـ RO بيستوى RO وال
+
+380
+00:42:29,380 --> 00:42:37,560
+PI بيستوى P وال PO بيستوى
+
+381
+00:42:37,560 --> 00:42:45,140
+صفرفي الحالة التي تصير عندى الـ Sigma tangential
+
+382
+00:42:45,140 --> 00:42:51,840
+بتصير عند P R
+
+383
+00:42:51,840 --> 00:42:56,360
+تربيع minus
+
+384
+00:42:56,360 --> 00:43:06,080
+R تربيع R O تربيع في
+
+385
+00:43:09,770 --> 00:43:16,450
+minus minus بيصير plus plus في P I في P على R
+
+386
+00:43:16,450 --> 00:43:27,190
+تربيع على R O تربيع minus R تربيع يعني هتكون تساوي
+
+387
+00:43:27,190 --> 00:43:36,650
+هاخد P R تربيع في واحد زائد
+
+388
+00:43:39,960 --> 00:43:49,740
+R O تربية على R تربيع على R O تربية minus R تربيع
+
+389
+00:43:49,740 --> 00:43:56,020
+و ال sigma radial هتكون
+
+390
+00:43:56,020 --> 00:44:02,640
+عند ال P R
+
+391
+00:44:02,640 --> 00:44:07,940
+capital تربيع زائد
+
+392
+00:44:10,690 --> 00:44:19,970
+ر تربيع ر او تربيع في
+
+393
+00:44:19,970 --> 00:44:27,870
+minus P على
+
+394
+00:44:27,870 --> 00:44:34,070
+ر تربيع ر تربيع على
+
+395
+00:44:34,070 --> 00:44:41,580
+ر او تربيع minus ر تربيع يعني هكون يساوي PR تربيع
+
+396
+00:44:41,580 --> 00:44:58,260
+في واحد minus R O تربيع على R تربيع على R O تربيع
+
+397
+00:44:58,260 --> 00:45:04,280
+minus R تربيع أنا
+
+398
+00:45:04,280 --> 00:45:12,620
+انجبت بشكل عامبشكل اعم فبتجيبها فبدك تجيبها عند
+
+399
+00:45:12,620 --> 00:45:17,560
+هنا at R بالساوية R capital تعوض على R capital
+
+400
+00:45:17,560 --> 00:45:26,620
+يعني
+
+401
+00:45:26,620 --> 00:45:32,600
+هذه المعادلات حالة يعني بتحسب ال stresses عند ال R
+
+402
+00:45:32,600 --> 00:45:37,270
+small بالساوية R capitalهدموا على الدلالات تحسب ال
+
+403
+00:45:37,270 --> 00:45:46,790
+stresses at any R بين R capital و R O في حالة ال
+
+404
+00:45:46,790 --> 00:46:00,410
+outside cylinder او بين RI و R capital طيب
+
+405
+00:46:00,410 --> 00:46:05,550
+في اي سؤال؟أعطيكم العافية محاضرة الجامعه نكمل
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..d9ff6e6fb7ea8691f8033fb0c7600884bdef8d37
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/marIQ2JwWpY_raw.srt
@@ -0,0 +1,1648 @@
+1
+00:00:05,420 --> 00:00:08,260
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,260 --> 00:00:12,600
+وبركاته اليوم هنكمل في مادة تصميم الألات واحد احنا
+
+3
+00:00:12,600 --> 00:00:14,940
+لحد تلاتة chapter تلاتة بنحكي عن ال stresses
+
+4
+00:00:14,940 --> 00:00:20,280
+ومسبباتها سواء كان axial loading او bending او
+
+5
+00:00:20,280 --> 00:00:23,600
+torsion او اي combination المره فاتحة كان عن
+
+6
+00:00:23,600 --> 00:00:27,260
+stress concentration اليوم هنكمل في موضوع جديد
+
+7
+00:00:27,260 --> 00:00:30,700
+هنحكي عن stresses in pressurized cylinders
+
+8
+00:00:30,700 --> 00:00:34,980
+الإجهادات في الأسطونات المضغوطةاحنا زى ما احنا
+
+9
+00:00:34,980 --> 00:00:42,600
+شايفين فينا استوانة نصف قطرة الداخل ر اي و نصف
+
+10
+00:00:42,600 --> 00:00:48,380
+قطرة الخارجى ر او متعرضة لضغط من درا لجوا طبعا هاد
+
+11
+00:00:48,380 --> 00:00:52,260
+استوانة ممتدة يعنى طولها إلى ما لنهاية طويلة جدا
+
+12
+00:00:52,260 --> 00:01:01,690
+فالمتعرضة لضغط داخل بي اي وضغط خارجى بي اونتيجة
+
+13
+00:01:01,690 --> 00:01:06,650
+الضغوط الداخلية و الخارجية بيصير لو أخدت element
+
+14
+00:01:06,650 --> 00:01:12,470
+على أي .. على بعد مسافة R هيكون فيه two stress
+
+15
+00:01:12,470 --> 00:01:16,590
+components واحدة tangential و سجمة tangential و
+
+16
+00:01:16,590 --> 00:01:20,230
+واحدة .. و واحدة ايش؟ باتجاه ال radial direction
+
+17
+00:01:20,230 --> 00:01:23,930
+سجمة radial احنا مش بطلب الاشتقاء بتاعها بس
+
+18
+00:01:23,930 --> 00:01:27,850
+هنعطيكوا المعادلةالـ stress tangential component
+
+19
+00:01:27,850 --> 00:01:31,810
+معطب للعقل هي sigma tangential بسواة P I R I
+
+20
+00:01:31,810 --> 00:01:37,090
+Square minus P O R O Square minus R I Square R O
+
+21
+00:01:37,090 --> 00:01:41,990
+Square في P O minus P I على R Square كله على R O
+
+22
+00:01:41,990 --> 00:01:45,550
+Square minus R I Square و ال sigma radial اللي هي
+
+23
+00:01:45,550 --> 00:01:50,870
+بسواة P I R I Square minus P O R O Square زاد R I
+
+24
+00:01:50,870 --> 00:01:57,890
+Square R O Square في P O minus P Iعلى R Square كله
+
+25
+00:01:57,890 --> 00:02:04,050
+على R O Square minus R I Square هناخد
+
+26
+00:02:04,050 --> 00:02:08,910
+الحالة ان بوق فيها ضغط جوه يعني مافيش ضغط من برا
+
+27
+00:02:08,910 --> 00:02:16,090
+هذه الحالة العامة PO بالستويه Zero إذا بنعود عن PO
+
+28
+00:02:16,090 --> 00:02:22,230
+بالستويه Zero في هذه المعادلة خلنا
+
+29
+00:02:22,230 --> 00:02:24,850
+نعود عن PO بالستويه Zero يصير Sigma Tangential
+
+30
+00:02:29,140 --> 00:02:36,960
+عند ال terms اللي فيها PO هتسفر صح هتكون PI RI
+
+31
+00:02:36,960 --> 00:02:44,400
+تربيع minus بيصير
+
+32
+00:02:44,400 --> 00:02:54,660
+minus هتصير عند ال PO زير minus minus plus plus RI
+
+33
+00:02:54,660 --> 00:02:56,840
+تربيع
+
+34
+00:02:58,370 --> 00:03:04,270
+R O تربيع في
+
+35
+00:03:04,270 --> 00:03:08,410
+P I على
+
+36
+00:03:08,410 --> 00:03:14,530
+R تربيع كله
+
+37
+00:03:14,530 --> 00:03:17,910
+على R
+
+38
+00:03:17,910 --> 00:03:25,690
+O تربيع minus I تربيع يعني هتكون خلّيني أخد عم
+
+39
+00:03:25,690 --> 00:03:27,010
+مشترك P I
+
+40
+00:03:29,720 --> 00:03:35,300
+ري تربيع هتكون
+
+41
+00:03:35,300 --> 00:03:50,080
+اندي واحد زائد ر او تربيع على ر تربيع على
+
+42
+00:03:50,080 --> 00:03:55,400
+ر او تربيع minus ر او تربيع هذا بالنسبة لسيجمة
+
+43
+00:03:55,400 --> 00:04:01,620
+tangential بالنسبة لسيجمة radialهنعوض عن PO بساوية
+
+44
+00:04:01,620 --> 00:04:08,840
+Zero هتكون ال P I R
+
+45
+00:04:08,840 --> 00:04:13,500
+I تربيع minus
+
+46
+00:04:13,500 --> 00:04:18,700
+R
+
+47
+00:04:18,700 --> 00:04:28,980
+I تربيع R O تربيع P I على R تربيع على R O تربيع
+
+48
+00:04:31,940 --> 00:04:41,640
+-RI تربيع نفس الشي ناخد مشترك PI RI تربيع هيكون
+
+49
+00:04:41,640 --> 00:04:53,380
+واحد minus RO تربيع على R تربيع على RO تربيع minus
+
+50
+00:04:53,380 --> 00:04:59,260
+RI تربيع هذا في حالة انه كان الضغط من جوا مش ضغط
+
+51
+00:04:59,260 --> 00:05:05,840
+من براليه هذه المعادلة؟ sigma tangential بيستوى ر
+
+52
+00:05:05,840 --> 00:05:10,740
+اي تربيع في P I على ر O تربيع منصار تربيع في 1 زي
+
+53
+00:05:10,740 --> 00:05:16,360
+ر O تربيع على R تربيع إذا
+
+54
+00:05:16,360 --> 00:05:23,540
+بنعمل plot إذا بنعمل plot ل sigma tangential as a
+
+55
+00:05:23,540 --> 00:05:31,120
+function of R بحيث نبدأ من عند ر I وننتهي عند ر O
+
+56
+00:05:32,710 --> 00:05:38,390
+لما تكون ال R بالساوية ر اي تربيع بتكون ال sigma
+
+57
+00:05:38,390 --> 00:05:44,070
+tangential ايش maximum لما تكون عندي ال R بالساوية
+
+58
+00:05:44,070 --> 00:05:50,790
+ر او تربيع بتكون اقل لان ال ر او اكبر من ال ر اي
+
+59
+00:05:50,790 --> 00:05:55,750
+من بين العلاقة العلاقة
+
+60
+00:05:58,190 --> 00:06:01,770
+decaying with distance r هذا ال sigma tangential
+
+61
+00:06:01,770 --> 00:06:08,290
+ال sigma radial لما نتعود ال r بالساوية ro ايش كل
+
+62
+00:06:08,290 --> 00:06:11,550
+كمية بالساوية صفر يعني على السطح الخارجي بتكون
+
+63
+00:06:11,550 --> 00:06:17,750
+ساوية صفر و بتكون maximum لما ال r بالساوية ri
+
+64
+00:06:21,680 --> 00:06:26,220
+هتكون هي فعلا هتكون minus pi هتكون sigma
+
+65
+00:06:26,220 --> 00:06:30,760
+tangential sigma radial عند ال R سواء ر I اللي
+
+66
+00:06:30,760 --> 00:06:32,920
+هتكون فعلا اللي هي الضغط مباشرة عليها اللي هي
+
+67
+00:06:32,920 --> 00:06:37,680
+minus pi إذا
+
+68
+00:06:37,680 --> 00:06:44,460
+كانوا الأطراف مغلقين إذا كانوا الأطراف مغلقين يعني
+
+69
+00:06:44,460 --> 00:06:45,080
+الحالة هذه
+
+70
+00:07:02,800 --> 00:07:09,700
+طبعا هذا ر اي هذا
+
+71
+00:07:09,700 --> 00:07:13,060
+ر او
+
+72
+00:07:13,060 --> 00:07:17,180
+فان
+
+73
+00:07:17,180 --> 00:07:28,420
+ضغط من كل الاتجاهات الضغط هيصير
+
+74
+00:07:28,420 --> 00:07:35,160
+stress بهذا الاتجاهسيجما ياش لانك دي دلالة اللى هو
+
+75
+00:07:35,160 --> 00:07:40,060
+stress بالاتجاه الطولى لان ال stress بالاتجاه
+
+76
+00:07:40,060 --> 00:07:45,020
+الطولى هيكون فى force من الضغط صح اللى هو سيجما ال
+
+77
+00:07:45,020 --> 00:07:51,020
+هتكون ال force على ال area ال area اللى هى هادل
+
+78
+00:07:51,020 --> 00:07:57,860
+جزء هذا صح هتكون عند ال force عبارة عن الضغط
+
+79
+00:07:57,860 --> 00:08:07,380
+الداخل ال PIفي المساحة الداخلية by ri تربيع على ال
+
+80
+00:08:07,380 --> 00:08:14,760
+area اللى هتكون by بالظبط في ro تربيع minus ri
+
+81
+00:08:14,760 --> 00:08:27,300
+تربيع يعني هتكون pi ri تربيع على ro تربيع minus ri
+
+82
+00:08:52,830 --> 00:08:58,950
+طبعا هذه المعادلات السابقة هي الحالة العامةهناخد
+
+83
+00:08:58,950 --> 00:09:06,530
+حالة خاصة انه ممكن اعتبر انه cylinder thin walled
+
+84
+00:09:06,530 --> 00:09:11,490
+cylinder او thin walled vessel انا بعتبر ال
+
+85
+00:09:11,490 --> 00:09:15,030
+cylinder thin walled اذا كان ال thickness بتاعها
+
+86
+00:09:15,030 --> 00:09:19,010
+اقل او يستوى عشر radius اذا كان ال thickness اقل
+
+87
+00:09:19,010 --> 00:09:24,910
+او يستوى عشر radius بعتبرها ايش؟ thin walled
+
+88
+00:09:24,910 --> 00:09:33,910
+cylinderفي حالة ال thickness كان قليل بالنسبة لل
+
+89
+00:09:33,910 --> 00:09:40,950
+radius الله نجعل المعادلة هذه يعني
+
+90
+00:09:40,950 --> 00:09:48,650
+هتكون ال R O قريبة كتير من ال R I صح؟معناته هذا ال
+
+91
+00:09:48,650 --> 00:09:55,940
+term as ال R approaches ال R Iبقترب من صفر بيعني
+
+92
+00:09:55,940 --> 00:10:00,060
+ان عندي regular stress component في حالة thin
+
+93
+00:10:00,060 --> 00:10:07,300
+walled cylinder بتكون صغيرة بالمقارنة مع
+
+94
+00:10:07,300 --> 00:10:13,980
+tangential component ال
+
+95
+00:10:13,980 --> 00:10:23,940
+average tangential stress هيكون PDI على 2Tالـ D هو
+
+96
+00:10:23,940 --> 00:10:27,980
+القطر الداخل للأسطوانة والـ T هو ال thickness تاع
+
+97
+00:10:27,980 --> 00:10:31,040
+الأسطوانة هذا ال average ال maximum tangential
+
+98
+00:10:31,040 --> 00:10:39,040
+stress معطل الأقل هي P DI زائد T على اتنين T وال
+
+99
+00:10:39,040 --> 00:10:43,020
+stress بالاتجاه الطولي إذا كانت الأطراف مغلطة
+
+100
+00:10:43,020 --> 00:10:51,300
+بيستوى PDI على أربعة T PDI على أربعة T نشوف مثال
+
+101
+00:11:14,800 --> 00:11:20,760
+an aluminum alloy pressure vessel عندي انبوب مصطوم
+
+102
+00:11:20,760 --> 00:11:25,060
+من الألمنيوم is made of a tubing having an outside
+
+103
+00:11:25,060 --> 00:11:27,320
+diameter of eight inch and a wall thickness of ربع
+
+104
+00:11:27,320 --> 00:11:37,400
+إنش يعني عندي الانبوبة قطرها الخارجي القطر
+
+105
+00:11:37,400 --> 00:11:38,220
+الخارجي عليها
+
+106
+00:11:44,160 --> 00:12:06,640
+بستوى تمانية انش وسمكة ربع انش وجواها
+
+107
+00:12:06,640 --> 00:12:08,620
+سائل او باز مضغوط
+
+108
+00:12:12,020 --> 00:12:14,980
+What pressure can the cylinder carry if the
+
+109
+00:12:14,980 --> 00:12:18,960
+permissible tangential stress is twelve kilopound
+
+110
+00:12:18,960 --> 00:12:23,880
+per square inch and the theory of thin walled
+
+111
+00:12:23,880 --> 00:12:26,900
+vessels is assumed to apply؟ إيش قيمة الضغط
+
+112
+00:12:26,900 --> 00:12:32,180
+الداخلي؟ بيده PI إيه
+
+113
+00:12:32,180 --> 00:12:38,420
+ده إيش قيمته؟ إذا كان ال sigma tangential
+
+114
+00:12:38,420 --> 00:12:44,950
+permissibleسواء اتناشر كيلو باوند لكل انش مربع
+
+115
+00:12:44,950 --> 00:12:49,730
+اللي
+
+116
+00:12:49,730 --> 00:12:56,970
+هو بدي
+
+117
+00:12:56,970 --> 00:13:02,590
+احنا نشوف sigma tangential maximum sigma
+
+118
+00:13:02,590 --> 00:13:11,910
+tangential maximum ايه في الساوية ال Pفي دي اي
+
+119
+00:13:11,910 --> 00:13:27,210
+زادي thickness على اتنين T ال دي اي في ساوي دي
+
+120
+00:13:27,210 --> 00:13:34,990
+او ماينس اتنين T مظبوط يعني هتكون تمانية نقص اتنين
+
+121
+00:13:34,990 --> 00:13:35,470
+في ربع
+
+122
+00:13:38,310 --> 00:13:44,410
+يعني سبعة و نص انش هذه
+
+123
+00:13:44,410 --> 00:13:49,350
+حد ساوة و مابعطيني ماشر
+
+124
+00:13:49,350 --> 00:13:56,250
+ألف pound per square inch يعني احنا عند P في القطر
+
+125
+00:13:56,250 --> 00:14:03,810
+الداخل سبعة و نص و ال thickness ربع على اتنين
+
+126
+00:14:06,360 --> 00:14:16,220
+في ربع بيستخدموا اتناشر ألف ومنها بحسب ال P بيستوى
+
+127
+00:14:16,220 --> 00:14:23,920
+ست الف على سبعة خمسة سبعة و أربعة و أربعة و سبعين
+
+128
+00:14:23,920 --> 00:14:27,900
+فاصلة واحدة تسعة تلاتة سبعة مية و أربعة و سبعين
+
+129
+00:14:27,900 --> 00:14:32,820
+فاصلة واحدة تسعة تلاتة اللي هي PSI
+
+130
+00:14:36,330 --> 00:14:41,270
+هذا الضغط جوا ال cylinder هذا
+
+131
+00:14:41,270 --> 00:14:48,470
+المطلوب الأول المطلوب كان on the basis of pressure
+
+132
+00:14:48,470 --> 00:14:57,630
+found in part a على أساس احنا عرفنا الضغط طبقا
+
+133
+00:14:57,630 --> 00:14:59,450
+لطريقة الحسبة في part a
+
+134
+00:15:03,150 --> 00:15:06,330
+compute stress components using theory for thick
+
+135
+00:15:06,330 --> 00:15:09,030
+walled cylinders احسب ال stress components
+
+136
+00:15:09,030 --> 00:15:15,590
+باستخدام ال thick walled cylinders في الثيوريا حتي
+
+137
+00:15:15,590 --> 00:15:22,810
+ال thick walled cylinder sigma
+
+138
+00:15:22,810 --> 00:15:28,930
+tangential ايش ساوي ر
+
+139
+00:15:28,930 --> 00:15:32,290
+اي تربية
+
+140
+00:15:34,130 --> 00:15:45,290
+Pi على Ro تربيع minus Ri تربيع في واحد زاد Ro
+
+141
+00:15:45,290 --> 00:15:56,670
+تربيع على R تربيع يعني عندي اللي هو ال ال ال Ri
+
+142
+00:15:56,670 --> 00:16:04,650
+ايش يستوي دي اعلى اتنين صح؟تكون تلاتة فاصلة سبعة
+
+143
+00:16:04,650 --> 00:16:12,170
+خمسة انش و ال R هو ايش يساوي اللي
+
+144
+00:16:12,170 --> 00:16:20,550
+هو تمانية على اتنين اربعة انش يعني هتكون sigma
+
+145
+00:16:20,550 --> 00:16:27,370
+tangential ر I اللي هي تلاتة point سبعة خمسة تربيع
+
+146
+00:16:27,370 --> 00:16:32,490
+ال P I احنا هيه في سبعة مية و اربعة و سبعين
+
+147
+00:16:35,320 --> 00:16:42,800
+point two على ال R أوله أربع تربيع minus تلاتة
+
+148
+00:16:42,800 --> 00:16:55,880
+point سبعة خمسة تربيع في واحد زائد أربع تربيع على
+
+149
+00:16:55,880 --> 00:17:01,900
+R تربيع احسبوا
+
+150
+00:17:01,900 --> 00:17:02,240
+ليها
+
+151
+00:17:05,170 --> 00:17:29,170
+بس ال term هذا ال
+
+152
+00:17:29,170 --> 00:17:31,050
+sigma R ال radial
+
+153
+00:17:35,610 --> 00:17:49,970
+هتكون ر I تربيع P I على ر O تربيع minus A على
+
+154
+00:17:49,970 --> 00:18:00,290
+تربيع في واحد minus R O تربيع على R تربيع هتساوي
+
+155
+00:18:06,410 --> 00:18:15,490
+الأولى كم؟ خمس تلاف و ستمية ايوة اللى هي في واحد
+
+156
+00:18:15,490 --> 00:18:22,950
+زي ستاش على R تربيع التان عتكون خمس تلاف و ستمية و
+
+157
+00:18:22,950 --> 00:18:28,590
+تسعة عشر في
+
+158
+00:18:28,590 --> 00:18:29,310
+واحد
+
+159
+00:18:35,820 --> 00:18:42,520
+في واحد ناقص ستاش على
+
+160
+00:18:42,520 --> 00:18:48,160
+R تربيع و
+
+161
+00:18:48,160 --> 00:18:57,340
+ال sigma L sigma
+
+162
+00:18:57,340 --> 00:18:57,720
+L
+
+163
+00:19:04,190 --> 00:19:08,970
+بتساوي PI RI
+
+164
+00:19:08,970 --> 00:19:15,850
+تربيع على RO تربيع
+
+165
+00:19:15,850 --> 00:19:23,550
+minus RI تربيع اللي
+
+166
+00:19:23,550 --> 00:19:30,430
+هتكون يعيش خمس تلاف وست مية وتسعتاش PSI
+
+167
+00:19:41,250 --> 00:19:46,030
+طيب طيب sigma tangential maximum ايش هتكون sigma
+
+168
+00:19:46,030 --> 00:19:53,530
+tangential maximum
+
+169
+00:19:53,530 --> 00:19:59,630
+هتكون
+
+170
+00:19:59,630 --> 00:20:05,050
+لما ال R يستوى ر ايه صح؟ يعني هتكون خمس سنة و ست
+
+171
+00:20:05,050 --> 00:20:05,810
+مية و تسعة عشر
+
+172
+00:20:10,140 --> 00:20:19,540
+في واحد زائر ستاش على
+
+173
+00:20:19,540 --> 00:20:27,760
+ر آي اللي هي أكم تلاتة point سبعة خمسة تربيع أكم
+
+174
+00:20:27,760 --> 00:20:34,220
+تطلع اتناشر الف اتناشر الف
+
+175
+00:20:38,620 --> 00:20:44,480
+و اتناشر PSI مش
+
+176
+00:20:44,480 --> 00:20:48,520
+في فرق اذا كان نفس الاشي المفروض تطلع نفس الجواب
+
+177
+00:20:48,520 --> 00:20:53,300
+بس الفرق مش بسيط يعني بدي احكي ال percentage error
+
+178
+00:20:53,300 --> 00:20:56,860
+هكون
+
+179
+00:20:56,860 --> 00:21:02,980
+سوى اتناشر الف و اتناشر ماينس اتناشر الف على
+
+180
+00:21:02,980 --> 00:21:06,580
+اتناشر الف و اتناشر في مية
+
+181
+00:21:09,610 --> 00:21:20,950
+اكم تطلع؟ حسبوليها واحد في الألف اه
+
+182
+00:21:20,950 --> 00:21:24,350
+يعني point
+
+183
+00:21:24,350 --> 00:21:33,690
+واحد في المية ال
+
+184
+00:21:33,690 --> 00:21:37,730
+.. ال sigma r ال sigma r
+
+185
+00:21:43,040 --> 00:21:50,960
+الـ Sigma R maximum بتكون
+
+186
+00:21:50,960 --> 00:21:56,720
+لما R تستوي
+
+187
+00:21:56,720 --> 00:22:06,480
+ايش؟ R I صح؟ يعني هتكون خمس تلعب ستمية وتسعتاش فى
+
+188
+00:22:06,480 --> 00:22:07,740
+واحد ناقص
+
+189
+00:22:10,120 --> 00:22:17,220
+ستاش ع تلاتة point سبعة خمسة طبعا المفروض يكون
+
+190
+00:22:17,220 --> 00:22:23,700
+متوقع الجواب هتكون سواء في اي اكم حسبوها بس في اي
+
+191
+00:22:23,700 --> 00:22:34,360
+بس بالسالب اللي هي السالب سبعة سبعة اربعة في
+
+192
+00:22:34,360 --> 00:22:34,820
+اصعى
+
+193
+00:22:49,030 --> 00:23:00,750
+الضغط الجو اكم؟ اكم؟ اربعتاش؟ اربعتاش من سبعة؟
+
+194
+00:23:00,750 --> 00:23:07,810
+اكم؟ PSI ولا كيلو باون؟ PSI صح؟
+
+195
+00:23:07,810 --> 00:23:11,350
+PSI
+
+196
+00:23:11,350 --> 00:23:18,370
+اكدوا معناته؟يعني خمستاش يعني انا احكي سبعة ..
+
+197
+00:23:18,370 --> 00:23:23,150
+سبعة مية و خمسين تقريبا على خمستاش خمسين ضعيفة ضغط
+
+198
+00:23:23,150 --> 00:23:27,090
+الجول يعني
+
+199
+00:23:27,090 --> 00:23:28,670
+اكتر من الخمسين bar
+
+200
+00:23:49,310 --> 00:23:57,130
+طيب الان فى حالة عندى rotating rings يعني عندى
+
+201
+00:23:57,130 --> 00:24:00,970
+أسطوانات بتدور الأسطوانات بتدور من وجهها فى حالة
+
+202
+00:24:00,970 --> 00:24:05,850
+ال flywheels فى حالة الشفطات اللى هو blowers
+
+203
+00:24:05,850 --> 00:24:09,290
+بيكونوا بتدور بسرعة عالية فى حالة ال diskات اللى
+
+204
+00:24:09,290 --> 00:24:11,790
+بتدور نتيجة الدوران
+
+205
+00:24:17,800 --> 00:24:30,220
+بصير قوة طرد مركزي بتحاول
+
+206
+00:24:30,220 --> 00:24:35,120
+القطر الخارجي
+
+207
+00:24:35,120 --> 00:24:38,160
+أو كل ما طلع مقابلة من المركز واطلع لبرا بيحاول
+
+208
+00:24:38,160 --> 00:24:43,040
+الأقطار ايش؟ تكبر، صح؟ بتحاول ايش؟ الأقطار تكبر،
+
+209
+00:24:43,040 --> 00:24:45,780
+اذا تلاحظ الأقطار، الأقطار تكبر، مانعكت بيصير ايش؟
+
+210
+00:24:46,620 --> 00:24:49,900
+بيصير عندي tangential stress component بيصير عندي
+
+211
+00:24:49,900 --> 00:24:54,140
+نتيجة الدوران قوت الطرد المركزي بتحول مادة بدها
+
+212
+00:24:54,140 --> 00:24:58,300
+تصير فيها ال strength تمغطف فبيصير عندي tangential
+
+213
+00:24:58,300 --> 00:25:03,100
+و radial stress components شبيهة لل thick wall
+
+214
+00:25:03,100 --> 00:25:08,990
+pressure cylindersالفارق الوحيد ان المسبب مافيش
+
+215
+00:25:08,990 --> 00:25:13,110
+ضغط فيه اللي هي قوة اللي هي ال inertia forces هي
+
+216
+00:25:13,110 --> 00:25:15,890
+اللي بتخلي ال tangential و ال radial stress
+
+217
+00:25:15,890 --> 00:25:19,910
+components المثل
+
+218
+00:25:19,910 --> 00:25:24,470
+بتكون موجودة او ملحوظة لو يكون ال outside radius
+
+219
+00:25:24,470 --> 00:25:33,250
+كبير بالمقارنة مع ال thickness و ال thickness is
+
+220
+00:25:33,250 --> 00:25:38,460
+constantو ال stresses are constant over the
+
+221
+00:25:38,460 --> 00:25:41,480
+thickness يعني انا عندى flywheel عادة بتكون شكل ال
+
+222
+00:25:41,480 --> 00:25:57,960
+flywheel هذا
+
+223
+00:25:57,960 --> 00:26:01,260
+ال flywheel هذا القطر الخارجي
+
+224
+00:26:06,540 --> 00:26:11,020
+الكبير من مقارنة عياش بال thickness يعني ال RO
+
+225
+00:26:11,020 --> 00:26:21,080
+أكبر او يساوي عشرة ضعف ال T وال
+
+226
+00:26:21,080 --> 00:26:27,200
+thickness is constant ممكن اعتبر انه لان بعيد ال
+
+227
+00:26:27,200 --> 00:26:31,460
+stress بيكون constant على عياش على الدفلة الصغيرة
+
+228
+00:26:31,460 --> 00:26:31,700
+هذه
+
+229
+00:26:35,450 --> 00:26:39,910
+التنجين في ال stress معقول علاقة هذه رو أميجا
+
+230
+00:26:39,910 --> 00:26:46,310
+سكوير في تلاتة زاد نيو على تمانية في ر اي سكوير
+
+231
+00:26:46,310 --> 00:26:50,230
+زاد ر او سكوير زاد ر اي سكوير ر او سكوير على ر
+
+232
+00:26:50,230 --> 00:26:55,230
+سكوير minus واحد minus واحد زاد تلاتة نيو على
+
+233
+00:26:55,230 --> 00:27:01,320
+تلاتة زاد نيو في ر سكوير ال روالكثافة المادة
+
+234
+00:27:01,320 --> 00:27:05,300
+المصطلوب منها ال disk او ال flywheel ال omega
+
+235
+00:27:05,300 --> 00:27:09,720
+السرعة الزاوية لل disk او ال flywheel بال radians
+
+236
+00:27:09,720 --> 00:27:16,590
+per second لنهيو ال poison ratioالـRI اللى هو نص
+
+237
+00:27:16,590 --> 00:27:21,370
+القطر الداخلى للدسك او ال flywheel ال R أو نص
+
+238
+00:27:21,370 --> 00:27:28,170
+القطر الخارجى والـR هي any location انا بحس بال
+
+239
+00:27:28,170 --> 00:27:35,530
+stress at any radial distance R والسيجما
+
+240
+00:27:35,530 --> 00:27:38,410
+راديال برضه موضوع للعقل اللى هي رؤى ميجا سكوير في
+
+241
+00:27:38,410 --> 00:27:43,790
+تلاتة زاد نيو على تمانيةفي ر اي سكوير زي ر اي
+
+242
+00:27:43,790 --> 00:27:49,770
+سكوير minus ر اي سكوير في ر اي سكوير على ر سكوير
+
+243
+00:27:49,770 --> 00:27:53,890
+minus ر اي سكوير لاحظوا ترمات في تشابه مع ال term
+
+244
+00:27:53,890 --> 00:28:01,870
+الأخير فإذا عندي disk بدور يعني
+
+245
+00:28:01,870 --> 00:28:03,990
+هذه الفكرة اللي كانوا يستخدموها في المولينيكس
+
+246
+00:28:03,990 --> 00:28:09,250
+القديم المولينيكس القديم كان عند الشافت
+
+247
+00:29:15,450 --> 00:29:24,150
+هذا ال shaft عندنا ال motor هذه كانت تكون مطاطة
+
+248
+00:29:24,150 --> 00:29:30,670
+سننة سننة لان لما ندور مع سرعة كانت تفتح هذه تسير
+
+249
+00:29:30,670 --> 00:29:39,030
+تمسك على القطعة التانية فتدور معها نتيجة قوة الطرد
+
+250
+00:29:39,030 --> 00:29:39,930
+المركزية
+
+251
+00:29:48,480 --> 00:30:05,300
+طيب .. برضه
+
+252
+00:30:07,360 --> 00:30:12,680
+إذا أريد أن أثبت مثلا قطعتين استمنيت مع بعض ممكن
+
+253
+00:30:12,680 --> 00:30:15,540
+أستخدم طريقة اللي هي ما يسمى ال press و ال shrink
+
+254
+00:30:15,540 --> 00:30:20,800
+fit ال press أنه يكون القطعة الداخلية قطرها أكبر
+
+255
+00:30:20,800 --> 00:30:25,900
+شوية من القطعة الخارجية أدخله في الضغط ال press
+
+256
+00:30:25,900 --> 00:30:30,080
+fit أو shrink fit أنه بتسخين أساخن القطعة الخارجية
+
+257
+00:30:30,080 --> 00:30:33,240
+تتمدد فبصير القطعة ده ممكن تدخل فيها لأن في عندي
+
+258
+00:30:33,240 --> 00:30:33,480
+هين
+
+259
+00:30:36,670 --> 00:30:42,710
+تو parts هذا القطع الخارجية و هذا ال inner part
+
+260
+00:30:42,710 --> 00:30:49,350
+بدي أمسكهم بعض باستخدام press fit او shrink fit
+
+261
+00:30:49,350 --> 00:30:56,950
+الان القطع الداخلية نص
+
+262
+00:30:56,950 --> 00:31:01,170
+قطرها الداخل ر اي و نص قطرها الخارجي R capital
+
+263
+00:31:01,170 --> 00:31:14,790
+القطع الخارجيةمسكتر الداخلي R مسكتر الخارجي RO لأن
+
+264
+00:31:14,790 --> 00:31:18,910
+عشان هدول يصيروا مسكين مع بعض بتكون القطعة
+
+265
+00:31:18,910 --> 00:31:26,270
+الخارجية أكبر شوية في Delta مسافة زراية Delta الان
+
+266
+00:31:26,270 --> 00:31:32,160
+نتيجة ان ال Delta صغيرة فبصيرالقطع الداخلية تضغط
+
+267
+00:31:32,160 --> 00:31:35,340
+على القطع الخارجية لبرا و الخارجية تضغط على القطع
+
+268
+00:31:35,340 --> 00:31:42,340
+الداخلية لجوه عكس بعض فبتولد pressure بين
+
+269
+00:31:42,340 --> 00:31:46,160
+القطعتين ال
+
+270
+00:31:46,160 --> 00:31:50,020
+pressure على القطع الداخلية هكون pressure خارجي
+
+271
+00:31:50,020 --> 00:31:55,460
+خارجي ال pressure على القطع الخارجية هكون pressure
+
+272
+00:31:55,460 --> 00:31:56,920
+داخلي
+
+273
+00:31:58,900 --> 00:32:03,660
+الان يعني هي حسب كيف انا اطلع في الآخر بغض النظر
+
+274
+00:32:03,660 --> 00:32:07,620
+هو pressure خارجي او داخلي هو نفس ال pressure بس
+
+275
+00:32:07,620 --> 00:32:11,580
+اذا بدأ درس الداخلية بيكون pressure خارجي اذا بدأ
+
+276
+00:32:11,580 --> 00:32:16,680
+درس القطعة الخارجية بيكون pressure داخلي الان كل
+
+277
+00:32:16,680 --> 00:32:23,460
+طبعا زيدي ال delta ال pressure automatic هزيد طبعا
+
+278
+00:32:23,460 --> 00:32:29,090
+ال pressure اكيدبيعتمد على الـ Radial Difference
+
+279
+00:32:29,090 --> 00:32:35,310
+اللي هو Delta وبيعتمد برضه على الخصائص الميكانيكية
+
+280
+00:32:35,310 --> 00:32:40,050
+بتاعة المواد بيعتمد على ال Poison Ratio وبيعتمد
+
+281
+00:32:40,050 --> 00:32:45,310
+على Modulus of Elasticity زائد ايش الجيومتري
+
+282
+00:32:45,310 --> 00:32:51,890
+الأقطار معناته ال pressure بيستوى Delta على R كبتر
+
+283
+00:32:51,890 --> 00:32:57,050
+ال R كبتر هي ال common radius بين ال two partsفي 1
+
+284
+00:32:57,050 --> 00:33:01,790
+على EO في R O تربيع زاد R تربيع على R O تربيع
+
+285
+00:33:01,790 --> 00:33:07,370
+minus R تربيع زاد new node زاد 1 على EI في R تربيع
+
+286
+00:33:07,370 --> 00:33:13,890
+زاد R I تربيع على R تربيع capital minus R I تربيع
+
+287
+00:33:13,890 --> 00:33:18,130
+minus new I لأن ال EO و EI اللي هي ال modulus of
+
+288
+00:33:18,130 --> 00:33:24,770
+elasticity لل outer part و ال inner partو ال new
+
+289
+00:33:24,770 --> 00:33:28,310
+node و ال new I اللي هي ال poison ratio لل outer
+
+290
+00:33:28,310 --> 00:33:35,210
+part و ال inner part و ال R capital هي ال common
+
+291
+00:33:35,210 --> 00:33:38,690
+radius بين ال two parts او اللي هي R capital
+
+292
+00:33:38,690 --> 00:33:41,290
+common radius بين ال part الداخلي و ال part
+
+293
+00:33:41,290 --> 00:33:47,770
+الخارجي ال R I هي القطر الداخلي لل inner part و ال
+
+294
+00:33:47,770 --> 00:33:55,740
+R O هو القطر الخارجي لل outer partلأن بتولد
+
+295
+00:33:55,740 --> 00:34:00,600
+pressure معناته ال pressure ده هعمل stresses سواء
+
+296
+00:34:00,600 --> 00:34:04,260
+في القطعة الداخلية او القطعة الخارجية عشان احسب ال
+
+297
+00:34:04,260 --> 00:34:06,420
+stresses انا ده ال pressure عرفته ال pressure
+
+298
+00:34:06,420 --> 00:34:10,780
+عرفته المعادلة اللي .. الان لو ده أخد ال part
+
+299
+00:34:10,780 --> 00:34:16,840
+الداخلي هيكون متعرض لإياش ضغط خارجي ضغط خارجي
+
+300
+00:34:16,840 --> 00:34:21,000
+معناته ال P I عليه ايش ساعة؟ Zero فبروح في
+
+301
+00:34:21,000 --> 00:34:29,960
+المعادلات تعالىthick cylinder هذه المعدلات الفارت
+
+302
+00:34:29,960 --> 00:34:37,140
+الداخلي بروح بعوض اللي هو ال P I ب Zero P I ب Zero
+
+303
+00:34:37,140 --> 00:34:38,260
+P I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+304
+00:34:38,260 --> 00:34:39,520
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+305
+00:34:39,520 --> 00:34:41,120
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+306
+00:34:41,120 --> 00:34:42,060
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+307
+00:34:42,060 --> 00:34:43,880
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+308
+00:34:43,880 --> 00:34:43,880
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+309
+00:34:43,880 --> 00:34:43,880
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+310
+00:34:43,880 --> 00:34:43,880
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+311
+00:34:43,880 --> 00:34:43,880
+I ب Zero P I ب Zero P I ب Zero P I ب Zero P I ب
+
+312
+00:34:43,880 --> 00:34:43,880
+Zero P I ب Zero P I ب Zero P I ب Zero P I ب Zero P
+
+313
+00:34:43,880 --> 00:34:48,420
+I ب Zero P I ب Zero P I ب Zero
+
+314
+00:34:51,740 --> 00:34:55,980
+بالنسبة للقطع الخارجية بيكون علي pressure داخلي
+
+315
+00:34:55,980 --> 00:35:05,160
+يعني بتكون ال P O بيستوى صفر وال R I بتاعتها ر
+
+316
+00:35:05,160 --> 00:35:13,080
+كابيتل وال R O هي ر او واضح؟
+
+317
+00:35:13,080 --> 00:35:16,320
+اعتماد على هذه المعادلات
+
+318
+00:35:19,990 --> 00:35:24,090
+بحسب اللي هو tangential stress component و radial
+
+319
+00:35:24,090 --> 00:35:29,150
+stress component اذا كانوا اتوصل if both cylinders
+
+320
+00:35:29,150 --> 00:35:32,130
+are of the same material اذا كانوا نفس المادة
+
+321
+00:35:32,130 --> 00:35:40,530
+معناته هتكون عنده ال EO نفس الاشي و ال new O نفس
+
+322
+00:35:40,530 --> 00:35:48,570
+ال new I تعمل اختصارات تصبح المعادلة اصغربسرعان دي
+
+323
+00:35:48,570 --> 00:35:51,870
+ال pressure الحراري ال P بيستوى E في Delta على
+
+324
+00:35:51,870 --> 00:35:57,190
+اتنين R capital تكعيب في R O تربيع minus R تربيع
+
+325
+00:35:57,190 --> 00:36:02,390
+capital في R تربيع capital minus Ri تربيع على R O
+
+326
+00:36:02,390 --> 00:36:03,770
+تربيع minus Ri تربيع
+
+327
+00:36:09,000 --> 00:36:11,560
+المعادلات اللى احنا شفناها اللى هي معادلة السرقة
+
+328
+00:36:11,560 --> 00:36:14,420
+بتاعة ال sigma tangential و sigma radial بتاعة ال
+
+329
+00:36:14,420 --> 00:36:17,780
+.. اللى .. اللى هي ال .. ال .. التدمير في stress
+
+330
+00:36:17,780 --> 00:36:20,720
+component و radial stress component في حالة اللى
+
+331
+00:36:20,720 --> 00:36:25,880
+هى thick pressurized cylinder بستخدم معادلته ده
+
+332
+00:36:25,880 --> 00:36:28,920
+عشان احسب ال stresses في ال two cylindrical
+
+333
+00:36:28,920 --> 00:36:35,640
+components for the inner member للسلندر
+
+334
+00:36:35,640 --> 00:36:46,150
+الداخليةال P O بيساوي P وال P I بيساوي صفر بحسب
+
+335
+00:36:46,150 --> 00:36:49,310
+ال tangential stress sigma tangential على ال inner
+
+336
+00:36:49,310 --> 00:36:56,350
+part لما ال R small بيساوي R capital تطلع minus P
+
+337
+00:36:56,350 --> 00:37:01,790
+في R capital تربيع زاد R I تربيع على R تربيع minus
+
+338
+00:37:01,790 --> 00:37:03,530
+R I تربيع
+
+339
+00:37:08,260 --> 00:37:12,920
+for the outer member بيكون
+
+340
+00:37:12,920 --> 00:37:15,580
+ال P O بيستوي السفر وال P I بيستوي ال P بيستوي
+
+341
+00:37:15,580 --> 00:37:20,200
+السفر وال P I بيستوي ال P بيستوي ال P بيستوي ال P
+
+342
+00:37:20,200 --> 00:37:24,480
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+343
+00:37:24,480 --> 00:37:31,540
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+344
+00:37:31,540 --> 00:37:34,180
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+345
+00:37:34,180 --> 00:37:34,420
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+346
+00:37:34,420 --> 00:37:37,200
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+347
+00:37:37,200 --> 00:37:37,200
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P
+
+348
+00:37:37,200 --> 00:37:37,200
+بيستوي ال P بيستوي ال P بيستوي ال P بيستوي ال P بي
+
+349
+00:37:37,570 --> 00:37:41,690
+ما بيساوي بعض، مع أنه انا حاسب tangential stress
+
+350
+00:37:41,690 --> 00:37:44,410
+component عن نفس ال radial distance، يعني R small
+
+351
+00:37:44,410 --> 00:37:48,950
+plus R capital ببساطة لأن الأكتر تقاربهم مختلفين،
+
+352
+00:37:48,950 --> 00:37:52,110
+مظبوط؟
+
+353
+00:37:52,110 --> 00:37:57,650
+يعني إذا حد حابب أريكم كيف هذه أجهزة، يعني ممكن
+
+354
+00:37:57,650 --> 00:38:00,190
+نحكي بحالة ال inner cylinder
+
+355
+00:38:06,360 --> 00:38:12,760
+في حالة ال inner ال
+
+356
+00:38:12,760 --> 00:38:16,880
+cylinder بكون
+
+357
+00:38:16,880 --> 00:38:27,860
+عندي ال ri بيستوى ال ri صح؟ و ال ro بيستوى ال R
+
+358
+00:38:27,860 --> 00:38:33,780
+capital صح؟ و ال pi ايش بيستوى؟
+
+359
+00:38:36,680 --> 00:38:44,960
+صفر و ال P O بستوي ايش P معناه السيج باتنجرش اللي
+
+360
+00:38:44,960 --> 00:38:49,480
+بيصير سوى همعوض
+
+361
+00:38:49,480 --> 00:39:01,540
+عن P I بصفر هتكون سوى minus P O R O اللي هي R
+
+362
+00:39:01,540 --> 00:39:05,680
+capital تربيع minus
+
+363
+00:39:07,940 --> 00:39:18,520
+ري تربيح ر كابيتال تربيح في ال
+
+364
+00:39:18,520 --> 00:39:23,440
+PIO صح في
+
+365
+00:39:23,440 --> 00:39:28,200
+PIO على
+
+366
+00:39:28,200 --> 00:39:32,960
+R تربيع على
+
+367
+00:39:32,960 --> 00:39:45,620
+اللي هي Rcapital تربيع minus ri تربيع يعني
+
+368
+00:39:45,620 --> 00:40:02,180
+هناخد minus PO في R تربيع صح همشترك بيصير عندى
+
+369
+00:40:02,180 --> 00:40:05,420
+واحد
+
+370
+00:40:08,350 --> 00:40:18,790
+زائد ر I تربيع على R تربيع على
+
+371
+00:40:18,790 --> 00:40:26,910
+R تربيع minus ر I تربيع هذا
+
+372
+00:40:26,910 --> 00:40:34,430
+في حالة ال inner cylinder و
+
+373
+00:40:34,430 --> 00:40:35,490
+ال sigma R
+
+374
+00:40:38,590 --> 00:40:47,230
+هتكون تساوي انا هعوض ال P I بصفر minus P O R
+
+375
+00:40:47,230 --> 00:40:51,810
+capital تربية زاد
+
+376
+00:40:51,810 --> 00:41:05,030
+ر I تربية R capital تربية في P O الان بطلت P O
+
+377
+00:41:05,030 --> 00:41:07,570
+هيحصل ان انا في الحالة دي H P صح؟
+
+378
+00:41:11,460 --> 00:41:20,540
+فى P اللى هى ال P هو بالساوية P على R تربية على
+
+379
+00:41:20,540 --> 00:41:29,300
+R capital تربية minus RI تربية يعنى هتكون تساوية
+
+380
+00:41:29,300 --> 00:41:32,620
+هاخد
+
+381
+00:41:32,620 --> 00:41:40,320
+PR تربية PR
+
+382
+00:41:40,320 --> 00:41:48,490
+تربيةفي minus واحد زائد
+
+383
+00:41:48,490 --> 00:42:02,550
+ر اي تربية على R تربية على R capital تربية minus ر
+
+384
+00:42:02,550 --> 00:42:07,270
+اي تربية طيب
+
+385
+00:42:11,620 --> 00:42:19,080
+الـ Outer Cylinder هيكون
+
+386
+00:42:19,080 --> 00:42:29,380
+عندي الـRI بيستوى R كابيتال والـ RO بيستوى RO وال
+
+387
+00:42:29,380 --> 00:42:37,560
+PI بيستوى P وال PO بيستوى
+
+388
+00:42:37,560 --> 00:42:45,140
+صفرفي الحالة التي تصير عندى الـ Sigma tangential
+
+389
+00:42:45,140 --> 00:42:51,840
+بتصير عند P R
+
+390
+00:42:51,840 --> 00:42:56,360
+تربيع minus
+
+391
+00:42:56,360 --> 00:43:06,080
+R تربيع R O تربيع في
+
+392
+00:43:09,770 --> 00:43:16,450
+minus minus بيصير plus plus في P I في P على R
+
+393
+00:43:16,450 --> 00:43:27,190
+تربيع على R O تربيع minus R تربيع يعني هتكون تساوي
+
+394
+00:43:27,190 --> 00:43:36,650
+هاخد P R تربيع في واحد زائد
+
+395
+00:43:39,960 --> 00:43:49,740
+R O تربية على R تربيع على R O تربية minus R تربيع
+
+396
+00:43:49,740 --> 00:43:56,020
+و ال sigma radial هتكون
+
+397
+00:43:56,020 --> 00:44:02,640
+عند ال P R
+
+398
+00:44:02,640 --> 00:44:07,940
+capital تربيع زائد
+
+399
+00:44:10,690 --> 00:44:19,970
+ر تربيع ر او تربيع في
+
+400
+00:44:19,970 --> 00:44:27,870
+minus P على
+
+401
+00:44:27,870 --> 00:44:34,070
+ر تربيع ر تربيع على
+
+402
+00:44:34,070 --> 00:44:41,580
+ر او تربيع minus ر تربيع يعني هكون يساوي PR تربيع
+
+403
+00:44:41,580 --> 00:44:58,260
+في واحد minus R O تربيع على R تربيع على R O تربيع
+
+404
+00:44:58,260 --> 00:45:04,280
+minus R تربيع أنا
+
+405
+00:45:04,280 --> 00:45:12,620
+انجبت بشكل عامبشكل اعم فبتجيبها فبدك تجيبها عند
+
+406
+00:45:12,620 --> 00:45:17,560
+هنا at R بالساوية R capital تعوض على R capital
+
+407
+00:45:17,560 --> 00:45:26,620
+يعني
+
+408
+00:45:26,620 --> 00:45:32,600
+هذه المعادلات حالة يعني بتحسب ال stresses عند ال R
+
+409
+00:45:32,600 --> 00:45:37,270
+small بالساوية R capitalهدموا على الدلالات تحسب ال
+
+410
+00:45:37,270 --> 00:45:46,790
+stresses at any R بين R capital و R O في حالة ال
+
+411
+00:45:46,790 --> 00:46:00,410
+outside cylinder او بين RI و R capital طيب
+
+412
+00:46:00,410 --> 00:46:05,550
+في اي سؤال؟أعطيكم العافية محاضرة الجامعه نكمل
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ.srt
new file mode 100644
index 0000000000000000000000000000000000000000..a8f21d54c8e7fff0eff313d937af2a12523a5cf5
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ.srt
@@ -0,0 +1,561 @@
+1
+00:00:05,090 --> 00:00:07,790
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,790 --> 00:00:12,190
+وبركاته اليوم هنكمل في مادة تصميم الآلات واحد احنا 
+
+3
+00:00:12,190 --> 00:00:15,390
+لحد الآن في شبتر أربعة ال deflection and stiffness
+
+4
+00:00:15,390 --> 00:00:20,610
+اخر شيء يكون نحكي عن ال buckling أو compression
+
+5
+00:00:20,610 --> 00:00:24,610
+members with eccentric loading بشكل عام اليوم
+
+6
+00:00:24,610 --> 00:00:28,250
+هنحكي عن short compression members يعني ال member
+
+7
+00:00:28,250 --> 00:00:34,440
+هو already قصير الآن لأن عندي short member لو أنتم 
+
+8
+00:00:34,440 --> 00:00:39,700
+تشوفينه loaded in compression وفي
+
+9
+00:00:39,700 --> 00:00:45,560
+هذا محور ال member في axle compression load P
+
+10
+00:00:45,560 --> 00:00:57,780
+offset مسافة A يعني ما بيأثرش في محور ال member لأن
+
+11
+00:00:57,780 --> 00:01:04,690
+لو أخذت section هنا، أخذت section هنا هيكون في عندي
+
+12
+00:01:04,690 --> 00:01:12,010
+compression axial stress يعني اللي أخذت
+
+13
+00:01:12,010 --> 00:01:15,470
+IP
+
+14
+00:01:34,620 --> 00:01:43,220
+هذه المسافة A هيكون
+
+15
+00:01:43,220 --> 00:01:49,100
+على المركز ف عندي moment بالساعة
+
+16
+00:01:49,100 --> 00:01:59,380
+P في A صح؟ لو أخذت section هنا و أخذت free body diagram
+
+17
+00:01:59,380 --> 00:02:03,480
+هيكون
+
+18
+00:02:03,480 --> 00:02:03,900
+عندي
+
+19
+00:02:12,380 --> 00:02:17,560
+عندي P عند
+
+20
+00:02:17,560 --> 00:02:26,200
+النقطة هذه هتكون under compression أو
+
+21
+00:02:26,200 --> 00:02:33,420
+هيكون normal force at P يعني 
+
+22
+00:02:33,420 --> 00:02:38,440
+normal compression
+
+23
+00:02:38,440 --> 00:02:41,500
+stress
+
+24
+00:02:45,100 --> 00:02:58,540
+due to واحد axial compression هيكون
+
+25
+00:02:58,540 --> 00:03:07,500
+عندي اللي هو P على A وفيه عندي normal stress due
+
+26
+00:03:07,500 --> 00:03:13,380
+to bending normal stress due
+
+27
+00:03:14,740 --> 00:03:21,820
+to bending moment M تكون الـ Sigma اللي هو M C على 
+
+28
+00:03:21,820 --> 00:03:28,880
+I فال total stress هنا هيكون مجموع اللي هو P
+
+29
+00:03:28,880 --> 00:03:36,940
+على A زائد
+
+30
+00:03:36,940 --> 00:03:46,840
+MC على I يكون P على A زائد ال M اللي هي عبارة عن إيش؟
+
+31
+00:03:46,840 --> 00:03:58,500
+P في E صح؟ في C على I، و ضرورة ال bus في A و المقام
+
+32
+00:03:58,500 --> 00:04:08,800
+في A بيطلع مش مظبوط و بأخذ P على A على مشترك بيصير
+
+33
+00:04:08,800 --> 00:04:23,170
+عندي واحد زائد E C A على I والـ 
+
+34
+00:04:23,170 --> 00:04:26,610
+I مش
+
+35
+00:04:26,610 --> 00:04:33,110
+سواء K تربيع في ال area صح؟ يعني هذا هتكون بتساوي
+
+36
+00:04:33,110 --> 00:04:36,970
+P على A في
+
+37
+00:04:36,970 --> 00:04:48,160
+واحد زائد E C A على A كتر يعني يعني إيه ما إيه؟
+
+38
+00:04:48,160 --> 00:04:59,460
+بتروح بيصير يعني P على A في واحد زائد EC على كتر
+
+39
+00:04:59,460 --> 00:05:05,340
+يعني المعدل اللي أنتم شايفينه هذا بحالة short
+
+40
+00:05:05,340 --> 00:05:07,460
+compression member
+
+41
+00:05:13,550 --> 00:05:16,930
+اللي عن هذه المعادلة بتختلف عن ال second equation
+
+42
+00:05:16,930 --> 00:05:20,750
+أن في ال second equation بيصير فيه deflection
+
+43
+00:05:20,750 --> 00:05:25,090
+إضافة نتيجة bending moment فيه deflection إضافة
+
+44
+00:05:25,090 --> 00:05:29,590
+لما عملنا المعادلة لما
+
+45
+00:05:29,590 --> 00:05:35,770
+عملنا free body diagram في
+
+46
+00:05:35,770 --> 00:05:36,130
+عندنا
+
+47
+00:05:38,830 --> 00:05:43,850
+اللي هو D2Y by DX بتساوي M على AI ال deflection
+
+48
+00:05:43,850 --> 00:05:47,870
+اللي هو نتيجة ال eccentricity A هو نتيجة ال
+
+49
+00:05:47,870 --> 00:05:54,080
+deflection Y A زائد Y في حالة ال short members احنا
+
+50
+00:05:54,080 --> 00:06:01,220
+مفترضين أنه ال deflection very small الانحناء ده
+
+51
+00:06:01,220 --> 00:06:06,840
+very small عشانك مش مبين عنده طبعًا عشان تكون very 
+
+52
+00:06:06,840 --> 00:06:11,980
+small يلو حدود يلو limits إذا طول المنبر عن حد
+
+53
+00:06:11,980 --> 00:06:18,380
+معين بيصير ال deflection بيزيد ال deflection ده
+
+54
+00:06:18,380 --> 00:06:23,700
+قيمة لها قيمة و لازم أتعامل معاها عشان هيك if
+
+55
+00:06:23,700 --> 00:06:27,440
+bending deflection is limited to one percent of E
+
+56
+00:06:27,440 --> 00:06:31,540
+إذا كان deflection بيزيدش عن واحد في المية من ال
+
+57
+00:06:31,540 --> 00:06:36,040
+eccentricity باستخدام
+
+58
+00:06:36,040 --> 00:06:39,040
+equation 44 اللي هي ال ال formula ال P
+
+59
+00:06:39,040 --> 00:06:43,920
+critical بتساوي C على K تربيع اللي هي ال formula
+
+60
+00:06:43,920 --> 00:06:48,980
+بيصير ال limiting slenderness ratio for the
+
+61
+00:06:48,980 --> 00:06:53,250
+compression member is عندي .. عندي هنا ال K على
+
+62
+00:06:53,250 --> 00:06:58,170
+اثنين ال K على اثنين ب support اثنين a اثنين في a
+
+63
+00:06:58,170 --> 00:07:04,310
+e على p أصنص يعني هذه ال limiting condition إذا
+
+64
+00:07:04,310 --> 00:07:09,970
+ال L على K بتاعة الحقيقية كانت أقل من L على K
+
+65
+00:07:09,970 --> 00:07:18,250
+اثنين يعني قدته short compression member إذا أكبر
+
+66
+00:07:18,250 --> 00:07:36,230
+لابد أن أستخدم المعادلة تاعت ال secant formula إذا
+
+67
+00:07:36,230 --> 00:07:40,250
+في compression يعني لازم ت check for buckling
+
+68
+00:07:40,250 --> 00:07:44,950
+إيه بدك ت check for buckling بدك ت define هل هو 
+
+69
+00:07:44,950 --> 00:07:51,680
+long ولا intermediate ولا short وفي تصنيف ثاني هل
+
+70
+00:07:51,680 --> 00:07:56,180
+ال loading eccentric ولا concentric ولا eccentric
+
+71
+00:07:56,180 --> 00:08:01,540
+مختلف لشيء
+
+72
+00:08:01,540 --> 00:08:09,870
+a work piece عندنا هنا هذه طاولة فريزة أحد طرق
+
+73
+00:08:09,870 --> 00:08:13,170
+الماسك هي القطع اللي بدي أشتغل عليها، يكون عندي
+
+74
+00:08:13,170 --> 00:08:19,090
+برغي هنا، عندي قطع هذه، و هذه قاعدة عمود و بشد
+
+75
+00:08:19,090 --> 00:08:23,490
+طبعًا ال member هذه عشان يكون under tension و
+
+76
+00:08:23,490 --> 00:08:26,010
+القطع هي under compression و القطع هذه under
+
+77
+00:08:26,010 --> 00:08:28,670
+compression، لاحظ هنا ال point of contact من جهة
+
+78
+00:08:28,670 --> 00:08:37,270
+في مركز المنبر هذا ففي عندي some eccentricity إيه؟
+
+79
+00:08:37,270 --> 00:08:40,950
+هذا أحد طرق مسك القطع على الفريزة طب بيكون مش ..
+
+80
+00:08:40,950 --> 00:08:44,450
+بيكونش حاط واحد بيكون مثلًا القطع بيكون حاطة كذا
+
+81
+00:08:44,450 --> 00:08:47,370
+واحدة على الج .. على يعني بيحط يعني إذا بيكون حاط
+
+82
+00:08:47,370 --> 00:08:51,490
+بيحط على جهتين بيحط يعني مثلًا بيحط اثنتين ثلاثة على
+
+83
+00:08:51,490 --> 00:08:54,890
+جهة و اثنتين ثلاثة على جهة الثانية بالطريقة هذه و
+
+84
+00:08:54,890 --> 00:08:59,350
+طاولة الفريزة بيكون فيها بروز بتكون فيها بروز عشان
+
+85
+00:08:59,350 --> 00:09:05,990
+تدخل فيها أياش ال program أو حفر بتاع كده طيب a
+
+86
+00:09:05,990 --> 00:09:09,070
+work piece is clamped to a milling machine table
+
+87
+00:09:09,070 --> 00:09:12,390
+by a bolt tightened to a tension of one thousand
+
+88
+00:09:12,390 --> 00:09:27,790
+pound force يعني ال P ال
+
+89
+00:09:27,790 --> 00:09:33,070
+tightening force ال P الف
+
+90
+00:09:38,480 --> 00:09:42,000
+Found The clamp contact is offset from the
+
+91
+00:09:42,000 --> 00:09:45,340
+centroidal axis of the strut by a distance equal
+
+92
+00:09:45,340 --> 00:09:53,400
+to 0.1 inch ال force P هذه القطع هذه
+
+93
+00:10:16,210 --> 00:10:24,810
+هذا a sub point واحد inch و ال member باعطيني طوله
+
+94
+00:10:24,810 --> 00:10:30,050
+أربعة 
+
+95
+00:10:30,050 --> 00:10:39,490
+انش و مقطع مربع واحد inch مقطع
+
+96
+00:10:39,490 --> 00:10:41,690
+مربع
+
+97
+00:10:51,420 --> 00:11:00,060
+واحد انش determine
+
+98
+00:11:00,060 --> 00:11:04,740
+the maximum compressive stress in the block بده
+
+99
+00:11:04,740 --> 00:11:08,660
+sigma C
+
+100
+00:11:13,720 --> 00:11:17,260
+أول شيء بدي أحصل هو short compression number و لا
+
+101
+00:11:17,260 --> 00:11:22,760
+مش short عشانك لازم احسب ال ash L على K اثنين
+
+102
+00:11:22,760 --> 00:11:29,280
+بتساوي
+
+103
+00:11:29,280 --> 00:11:34,280
+5.282
+
+104
+00:11:34,280 --> 00:11:40,580
+في AE على 
+
+105
+00:11:40,580 --> 00:11:40,900
+P
+
+106
+00:11:44,110 --> 00:11:54,190
+أصنص يعني هيكون المساحة البقطع ال a سا
+
+107
+00:11:54,190 --> 00:12:04,330
+واحد في واحد سا واحد انش تربيع هتكون
+
+108
+00:12:04,330 --> 00:12:15,500
+5.282 في واحد في E اللي هي mateial هي
+
+109
+00:12:15,500 --> 00:12:18,860
+steel هتكون 30 mega pound per square inch يعني
+
+110
+00:12:18,860 --> 00:12:27,840
+30 في 10 الستة
+
+111
+00:12:27,840 --> 00:12:35,620
+على الف pound تحت الجذر
+
+112
+00:12:48,740 --> 00:13:00,960
+تمانية وأربعين الاهل 
+
+113
+00:13:00,960 --> 00:13:09,160
+المعطنية أربعة انش ال 
+
+114
+00:13:09,160 --> 00:13:15,480
+K إيش هتساوي ال K بتاعة ال .. ال K الجذر التربيعي
+
+115
+00:13:17,850 --> 00:13:22,910
+ل H تربيع على 12 أو لو حكيت أو ممكن أحكي أنه
+
+116
+00:13:22,910 --> 00:13:29,310
+عشان تتأكدوا ال I ساوي
+
+117
+00:13:29,310 --> 00:13:37,810
+واحد على 12 ب H تكعيب بالساوي A اللي هي B في H
+
+118
+00:13:37,810 --> 00:13:40,530
+في
+
+119
+00:13:43,090 --> 00:13:51,770
+K تربيع يعني هي B مع B يعني K ساوي جذر التربيعي لH
+
+120
+00:13:51,770 --> 00:14:00,610
+تربيع على 12 يعني هتساوي الجذر التربيعي لواحد
+
+121
+00:14:00,610 --> 00:14:09,630
+على 12 0.288
+
+122
+00:14:09,630 --> 00:14:10,150
+اثنين
+
+123
+00:14:14,310 --> 00:14:23,870
+تمانية ثمانية انش أنا طلعت لي K بتساوي
+
+124
+00:14:23,870 --> 00:14:35,210
+اللي هو القال اللي عندي 12 أربعة على 0.288
+
+125
+00:14:35,210 --> 00:14:35,650
+ثمانية
+
+126
+00:14:43,190 --> 00:14:53,090
+واضح أن ال L على K أصغر من ال L على K اثنين معناته
+
+127
+00:14:53,090 --> 00:14:59,310
+show eccentric short member نعرفها ك eccentric
+
+128
+00:14:59,310 --> 00:15:05,870
+short
+
+129
+00:15:05,870 --> 00:15:10,890
+compression member
+
+130
+00:15:16,560 --> 00:15:19,580
+معناته ال .. ال .. ال .. ال compression stress
+
+131
+00:15:19,580 --> 00:15:27,260
+sigma C sigma C هتكون P
+
+132
+00:15:27,260 --> 00:15:34,260
+على A في واحد زائد
+
+133
+00:15:34,260 --> 00:15:43,460
+EC على K ترجع عند ال C .. ال C إيش بيساوي؟
+
+134
+00:15:50,790 --> 00:15:59,670
+نص يعني ال sigma c هتكون ال P عندي ألف على واحد في 
+
+135
+00:15:59,670 --> 00:16:09,750
+واحد زائد ال E 0.1 في نص على K تربيع اللي هو
+
+136
+00:16:09,750 --> 00:16:16,830
+واحد على 12 صح؟ واحد على 12
+
+137
+00:16:19,930 --> 00:16:30,110
+يعني هتكون 12 في .. في نص كام؟ 6.6 زي
+
+138
+00:16:30,110 --> 00:16:34,010
+واحد 1.6 في ألف، ألف وستماية، صح؟ تطلع
+
+139
+00:16:34,010 --> 00:16:38,890
+ألف وستماية PSI
+
+140
+00:16:53,060 --> 00:16:56,000
+هيك يكون خلصنا الشبطر تاكوا العافية 
+
+Okay, please provide the Arabic/English lecture transcript you would like me to review and correct. I will ensure that any typos or grammatical errors are addressed while maintaining the original meaning, style, dialect, and language of the text. I will only provide the corrected transcript, formatted in the same way as your input. 
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..d45736f76296b3470529575289f17fae429d6272
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 3133, "start": 5.09, "end": 31.33, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته اليوم هنكمل في مادة تصميم الألات واحد احنا لحد تلان في شبتر اربع ال deflection and stiffness اخرش يكون نحكي عن ال buckling او compression members with eccentric loading بشكل عام اليوم هنحكي عن short compression members يعني ال member هو already قصير الآن", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 45595, 20498, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 1975, 5016, 8315, 5296, 24401, 6055, 1211, 7649, 8978, 13412, 3555, 2655, 2288, 1975, 25513, 3615, 2423, 1060, 5450, 293, 37759, 1975, 34740, 8592, 7251, 30544, 8717, 5016, 4117, 1829, 18871, 2423, 14894, 1688, 1975, 2407, 19355, 2679, 365, 42629, 15114, 4724, 8592, 28820, 6225, 10943, 45595, 20498, 8032, 1863, 5016, 4117, 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"probability": 0.88671875}, {"start": 970.83, "end": 972.67, "word": " صح؟", "probability": 0.7445475260416666}, {"start": 972.67, "end": 973.27, "word": " واحد", "probability": 0.98388671875}, {"start": 973.27, "end": 973.57, "word": " على", "probability": 0.896484375}, {"start": 973.57, "end": 976.83, "word": " اتناش", "probability": 0.976318359375}], "temperature": 1.0}, {"id": 34, "seek": 99889, "start": 979.93, "end": 998.89, "text": "يعني هتكون اتناش في .. في نص كام؟ ستة point ستة زي واحد one point ستة في الف، الف و ستمية، صح؟ تطلع الف و ستمية PSI", "tokens": [40228, 22653, 8032, 2655, 30544, 1975, 2655, 1863, 33599, 8978, 4386, 8978, 8717, 9381, 9122, 10943, 22807, 8608, 2655, 3660, 935, 8608, 2655, 3660, 30767, 1829, 36764, 24401, 472, 935, 8608, 2655, 3660, 8978, 27188, 12399, 27188, 4032, 8608, 39237, 10632, 12399, 20328, 5016, 22807, 6055, 9566, 1211, 3615, 27188, 4032, 8608, 39237, 10632, 8168, 40], "avg_logprob": -0.1950383834671556, "compression_ratio": 1.4645669291338583, "no_speech_prob": 0.0, "words": [{"start": 979.93, "end": 980.15, "word": "يعني", "probability": 0.926025390625}, {"start": 980.15, "end": 980.53, "word": " هتكون", "probability": 0.9251302083333334}, {"start": 980.53, "end": 983.07, "word": " اتناش", "probability": 0.86767578125}, {"start": 983.07, "end": 983.37, "word": " في", "probability": 0.79296875}, {"start": 983.37, "end": 983.97, "word": " ..", "probability": 0.56982421875}, {"start": 983.97, "end": 984.53, "word": " في", "probability": 0.92333984375}, {"start": 984.53, "end": 984.77, "word": " نص", "probability": 0.991455078125}, {"start": 984.77, "end": 986.23, "word": " كام؟", "probability": 0.8743489583333334}, {"start": 986.23, "end": 987.63, "word": " ستة", "probability": 0.9637044270833334}, {"start": 987.63, "end": 987.99, "word": " point", "probability": 0.91357421875}, {"start": 987.99, "end": 989.91, "word": " ستة", "probability": 0.7779947916666666}, {"start": 989.91, "end": 990.11, "word": " زي", "probability": 0.6005859375}, {"start": 990.11, "end": 990.49, "word": " واحد", "probability": 0.8193359375}, {"start": 990.49, "end": 990.69, "word": " one", "probability": 0.693359375}, {"start": 990.69, "end": 990.91, "word": " point", "probability": 0.9619140625}, {"start": 990.91, "end": 991.23, "word": " ستة", "probability": 0.96630859375}, {"start": 991.23, "end": 991.31, "word": " في", "probability": 0.90087890625}, {"start": 991.31, "end": 991.55, "word": " الف،", "probability": 0.5533447265625}, {"start": 991.55, "end": 991.75, "word": " الف", "probability": 0.9609375}, {"start": 991.75, "end": 991.87, "word": " و", "probability": 0.6884765625}, {"start": 991.87, "end": 992.29, "word": " ستمية،", "probability": 0.783203125}, {"start": 992.29, "end": 993.61, "word": " صح؟", "probability": 0.9737955729166666}, {"start": 993.61, "end": 994.01, "word": " تطلع", "probability": 0.86444091796875}, {"start": 994.01, "end": 994.31, "word": " الف", "probability": 0.95849609375}, {"start": 994.31, "end": 994.43, "word": " و", "probability": 0.99169921875}, {"start": 994.43, "end": 994.99, "word": " ستمية", "probability": 0.9412434895833334}, {"start": 994.99, "end": 998.89, "word": " PSI", "probability": 0.635498046875}], "temperature": 1.0}, {"id": 35, "seek": 101600, "start": 1013.06, "end": 1016.0, "text": "هيك يكون خلصنا الشبطة تاكوا العافية", "tokens": [3224, 1829, 4117, 7251, 30544, 16490, 1211, 9381, 8315, 25124, 3555, 9566, 3660, 6055, 995, 4117, 14407, 18863, 31845, 10632], "avg_logprob": -0.3936012018294561, "compression_ratio": 1.0317460317460319, "no_speech_prob": 0.0, "words": [{"start": 1013.06, "end": 1013.32, "word": "هيك", "probability": 0.6370035807291666}, {"start": 1013.32, "end": 1013.52, "word": " يكون", "probability": 0.793212890625}, {"start": 1013.52, "end": 1014.04, "word": " خلصنا", "probability": 0.8619384765625}, {"start": 1014.04, "end": 1015.2, "word": " الشبطة", "probability": 0.7608642578125}, {"start": 1015.2, "end": 1015.62, "word": " تاكوا", "probability": 0.50518798828125}, {"start": 1015.62, "end": 1016.0, "word": " العافية", "probability": 0.83544921875}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 1016.2445625, "duration_after_vad": 871.0218750000008}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..518526a97ad304456e72a3fc0fc767d301c8dfa1
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/nfwaDBzP9bQ_raw.srt
@@ -0,0 +1,560 @@
+1
+00:00:05,090 --> 00:00:07,790
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,790 --> 00:00:12,190
+وبركاته اليوم هنكمل في مادة تصميم الألات واحد احنا
+
+3
+00:00:12,190 --> 00:00:15,390
+لحد تلان في شبتر اربع ال deflection and stiffness
+
+4
+00:00:15,390 --> 00:00:20,610
+اخرش يكون نحكي عن ال buckling او compression
+
+5
+00:00:20,610 --> 00:00:24,610
+members with eccentric loading بشكل عام اليوم
+
+6
+00:00:24,610 --> 00:00:28,250
+هنحكي عن short compression members يعني ال member
+
+7
+00:00:28,250 --> 00:00:34,440
+هو already قصير الآنلان عندي short member لو انتوا
+
+8
+00:00:34,440 --> 00:00:39,700
+تشوفين loaded in compression وفي
+
+9
+00:00:39,700 --> 00:00:45,560
+هاي محور ال member في axle compression load P
+
+10
+00:00:45,560 --> 00:00:57,780
+offset مسافة A يعني مابيأثرش في محور ال member لان
+
+11
+00:00:57,780 --> 00:01:04,690
+لو أخدت section هناخدت section هين هيكون في عندي
+
+12
+00:01:04,690 --> 00:01:12,010
+compression أكس ال stress يعني اللي أخدت
+
+13
+00:01:12,010 --> 00:01:15,470
+IP
+
+14
+00:01:34,620 --> 00:01:43,220
+هذه المسافة A هكون
+
+15
+00:01:43,220 --> 00:01:49,100
+على المركز فاندي moment بالساعة
+
+16
+00:01:49,100 --> 00:01:59,380
+P في A صح لو أخدت section هين و أخدت freeboard
+
+17
+00:01:59,380 --> 00:02:03,480
+diagram هكون
+
+18
+00:02:03,480 --> 00:02:03,900
+عندى
+
+19
+00:02:12,380 --> 00:02:17,560
+عندي P عند
+
+20
+00:02:17,560 --> 00:02:26,200
+النقطة هذه هتكون under compression او
+
+21
+00:02:26,200 --> 00:02:33,420
+هكون normal force at P يعني
+
+22
+00:02:33,420 --> 00:02:38,440
+normal compression
+
+23
+00:02:38,440 --> 00:02:41,500
+stress
+
+24
+00:02:45,100 --> 00:02:58,540
+due to واحد axial compression هيكون
+
+25
+00:02:58,540 --> 00:03:07,500
+عندى اللى هو P على A وفيه عندى normal stress due
+
+26
+00:03:07,500 --> 00:03:13,380
+to bending normal stress due
+
+27
+00:03:14,740 --> 00:03:21,820
+to bending moment M تكون الـ Sigma اللي هو M CC
+
+28
+00:03:21,820 --> 00:03:28,880
+على I فال total stress هنا هيكون مجموعة اللي هو P
+
+29
+00:03:28,880 --> 00:03:36,940
+على A زائد
+
+30
+00:03:36,940 --> 00:03:46,840
+MC على I يكون P على Aزاد ال M اللي هي عبارة عن إيش
+
+31
+00:03:46,840 --> 00:03:58,500
+P في E صح في C على I و ضرورة ال bus في A و المقام
+
+32
+00:03:58,500 --> 00:04:08,800
+في A بثريش مظلوط و باخد P على A على مشترك بصير
+
+33
+00:04:08,800 --> 00:04:23,170
+عندي واحدزائد E C A على I والـ
+
+34
+00:04:23,170 --> 00:04:26,610
+I مش
+
+35
+00:04:26,610 --> 00:04:33,110
+سواء K Square في ال area صح؟ يعني هدا هتكون تستوى
+
+36
+00:04:33,110 --> 00:04:36,970
+P على A في
+
+37
+00:04:36,970 --> 00:04:48,160
+واحد زائد E C Aعلى A كتر يعني يعني ايه ما ايه
+
+38
+00:04:48,160 --> 00:04:59,460
+بتروح بيصير يعني P على A في واحد زاد EC على كتر
+
+39
+00:04:59,460 --> 00:05:05,340
+يعني المعدل اللي انتوا شايفينه هذا بحالة short
+
+40
+00:05:05,340 --> 00:05:07,460
+compression member
+
+41
+00:05:13,550 --> 00:05:16,930
+اللي عن هذه المعادلة بتختلف عن ال second equation
+
+42
+00:05:16,930 --> 00:05:20,750
+ان في ال second equation بيصير فيه deflection
+
+43
+00:05:20,750 --> 00:05:25,090
+إضافة نتيجة bending moment فيه deflection إضافة
+
+44
+00:05:25,090 --> 00:05:29,590
+لما عملنا المعادلة لما
+
+45
+00:05:29,590 --> 00:05:35,770
+عملنا free body diagram في
+
+46
+00:05:35,770 --> 00:05:36,130
+عندنا
+
+47
+00:05:38,830 --> 00:05:43,850
+اللي هو D2Y by DX بستوى M على AI ال deflection
+
+48
+00:05:43,850 --> 00:05:47,870
+اللي هو نتيجة ال eccentricity A هو نتيجة ال
+
+49
+00:05:47,870 --> 00:05:54,080
+deflection Y A زائد Y في حالة ال short numbersاحنا
+
+50
+00:05:54,080 --> 00:06:01,220
+مفترضين انه ال deflection very small الانتناء ده
+
+51
+00:06:01,220 --> 00:06:06,840
+very small عشانك مش مبين عنده طبعا عشان تكون very
+
+52
+00:06:06,840 --> 00:06:11,980
+small يلو حدود يلو limits إذا طول المنبر عن حد
+
+53
+00:06:11,980 --> 00:06:18,380
+معين بيصير ال deflection بيزيد ال deflection ده
+
+54
+00:06:18,380 --> 00:06:23,700
+قيمة إلها قيمة و لازم أتعامل معاهاعشان هيك if
+
+55
+00:06:23,700 --> 00:06:27,440
+bending deflection is limited to one percent of E
+
+56
+00:06:27,440 --> 00:06:31,540
+إذا كان deflection بيزيدش عن واحد فالمية من ال
+
+57
+00:06:31,540 --> 00:06:36,040
+eccentricity باستخدام
+
+58
+00:06:36,040 --> 00:06:39,040
+equation أربعة أربعين اللي هي ال ال formula ال P
+
+59
+00:06:39,040 --> 00:06:43,920
+critical بساوي C by square اللي هي ال formula
+
+60
+00:06:43,920 --> 00:06:48,980
+بيصير ال limiting slenderness ratio for the
+
+61
+00:06:48,980 --> 00:06:53,250
+compression member isعندي .. عندي هنا ال k على
+
+62
+00:06:53,250 --> 00:06:58,170
+اتنين ال k على اتنين ب support اتنين a تتنين في a
+
+63
+00:06:58,170 --> 00:07:04,310
+e على p أص نص يعني هذه ال limiting condition إذا
+
+64
+00:07:04,310 --> 00:07:09,970
+ال L على K بتاعة الحقيقية كانت أقل من L على K
+
+65
+00:07:09,970 --> 00:07:18,250
+اتنين يعني قدته short compression member إذا أكبر
+
+66
+00:07:18,250 --> 00:07:36,230
+لأبدي أستخدم المعادلة تاعت ال secant formula إذا
+
+67
+00:07:36,230 --> 00:07:40,250
+في compression يعني لازم ت check for for buckling
+
+68
+00:07:40,250 --> 00:07:44,950
+ايه بدك ت check for buckling بدك ت define هل هو
+
+69
+00:07:44,950 --> 00:07:51,680
+longولا intermediate ولا short وفي تصنيف تاني هل
+
+70
+00:07:51,680 --> 00:07:56,180
+ال loading eccentric ولا eccentric ولا eccentric
+
+71
+00:07:56,180 --> 00:08:01,540
+مختلف لشيء
+
+72
+00:08:01,540 --> 00:08:09,870
+a work piece عندنا هنا هذه طاولة افريزاأحد طرق
+
+73
+00:08:09,870 --> 00:08:13,170
+المسك هي القطع اللى بدى أشتغل عليها، يكون عندى
+
+74
+00:08:13,170 --> 00:08:19,090
+برغي هنا، عندى قطع هادى، و هاي قاعدة عمود و بشد
+
+75
+00:08:19,090 --> 00:08:23,490
+طبعا ال member هادى عشان يكون under tension و
+
+76
+00:08:23,490 --> 00:08:26,010
+القطع هي under compression و القطع هادى under
+
+77
+00:08:26,010 --> 00:08:28,670
+compression، لاحظ هنا ال point of contact من جهة
+
+78
+00:08:28,670 --> 00:08:37,270
+في مركزالمنبر هذا ففي عندي some eccentricity ايه؟
+
+79
+00:08:37,270 --> 00:08:40,950
+هذا احد الطرق مسك القطع على الفريزة طب بيكون مش ..
+
+80
+00:08:40,950 --> 00:08:44,450
+بيكونش حاط واحد بيكون مثلا القطع بيكون حاطت كذا
+
+81
+00:08:44,450 --> 00:08:47,370
+واحدة على الج .. على يعني بيحط يعني اذا بيكون حاط
+
+82
+00:08:47,370 --> 00:08:51,490
+بيحط على جهتين بيحط يعني مثلا بيحط تنتين تلاتة على
+
+83
+00:08:51,490 --> 00:08:54,890
+جهة و تنتين تلاتة على جهة التانية بالطريقة هذه و
+
+84
+00:08:54,890 --> 00:08:59,350
+طالت الفريزة بيكون فيها بروز بتكون فيها بروز عشان
+
+85
+00:08:59,350 --> 00:09:05,990
+تدخل فيها أياش ال programأو حفر بتاع كده طيب a
+
+86
+00:09:05,990 --> 00:09:09,070
+work piece is clamped to a milling machine table
+
+87
+00:09:09,070 --> 00:09:12,390
+by a bolt tightened to a tension of one thousand
+
+88
+00:09:12,390 --> 00:09:27,790
+pound force يعني ال P ال
+
+89
+00:09:27,790 --> 00:09:33,070
+tightening force ال P الف
+
+90
+00:09:38,480 --> 00:09:42,000
+Found The clamp contact is offset from the
+
+91
+00:09:42,000 --> 00:09:45,340
+centroidal axis of the strut by a distance equal
+
+92
+00:09:45,340 --> 00:09:53,400
+to 0.1 inch ال force P هاي القطع هذه
+
+93
+00:10:16,210 --> 00:10:24,810
+هذا a sub point واحد inch و ال member باعطيني طوله
+
+94
+00:10:24,810 --> 00:10:30,050
+اربعة
+
+95
+00:10:30,050 --> 00:10:39,490
+انش و مقطع مربع واحد inch مقطع
+
+96
+00:10:39,490 --> 00:10:41,690
+مربع
+
+97
+00:10:51,420 --> 00:11:00,060
+واحد انش determine
+
+98
+00:11:00,060 --> 00:11:04,740
+the maximum compressive stress in the block بده
+
+99
+00:11:04,740 --> 00:11:08,660
+sigma C
+
+100
+00:11:13,720 --> 00:11:17,260
+أول شي ادفعه حصل هو short compression number و لا
+
+101
+00:11:17,260 --> 00:11:22,760
+مش short عشانك لازم احسب ال ash L على K اتنين
+
+102
+00:11:22,760 --> 00:11:29,280
+بتساوي
+
+103
+00:11:29,280 --> 00:11:34,280
+point 282
+
+104
+00:11:34,280 --> 00:11:40,580
+في AE على
+
+105
+00:11:40,580 --> 00:11:40,900
+P
+
+106
+00:11:44,110 --> 00:11:54,190
+قص نص يعني هيكون المساحة البقطع ال a سا
+
+107
+00:11:54,190 --> 00:12:04,330
+واحد في واحد سا واحد انش تربيع هتكون
+
+108
+00:12:04,330 --> 00:12:15,500
+point اتنين تمانية اتنين في واحد في ايهماتير هي
+
+109
+00:12:15,500 --> 00:12:18,860
+steel هتكون تلاتين mega pound per square inch يعني
+
+110
+00:12:18,860 --> 00:12:27,840
+تلاتين في عشرة الستة
+
+111
+00:12:27,840 --> 00:12:35,620
+على الف pound تحت الجدر
+
+112
+00:12:48,740 --> 00:13:00,960
+تمانية و اربعين الاهل
+
+113
+00:13:00,960 --> 00:13:09,160
+المعطنية اربع انش ال
+
+114
+00:13:09,160 --> 00:13:15,480
+K ايش هتساوي ال K بتاعة ال .. ال K الجزر التربيعي
+
+115
+00:13:17,850 --> 00:13:22,910
+ل H تربيع على اتماش او لو حكيت او ممكن احكي انه
+
+116
+00:13:22,910 --> 00:13:29,310
+عشان تتأكدوا ال I ساوي
+
+117
+00:13:29,310 --> 00:13:37,810
+واحد على اتماش ب H تكييب بالساوي A اللي هي B في H
+
+118
+00:13:37,810 --> 00:13:40,530
+في
+
+119
+00:13:43,090 --> 00:13:51,770
+K تربيع يعني هي B مع B يعني K سوى جزر التربيع لH
+
+120
+00:13:51,770 --> 00:14:00,610
+تربيع على اتناش يعني هتساوي الجزر التربيع لواحد
+
+121
+00:14:00,610 --> 00:14:09,630
+على اتناش point
+
+122
+00:14:09,630 --> 00:14:10,150
+اتنين
+
+123
+00:14:14,310 --> 00:14:23,870
+تمانية تمانية انش انا تلقال علي ك بتساوي
+
+124
+00:14:23,870 --> 00:14:35,210
+اللي هو القال اللي عندى اتماش اربع علي بونت تمانية
+
+125
+00:14:35,210 --> 00:14:35,650
+تمانية
+
+126
+00:14:43,190 --> 00:14:53,090
+واضح ان ال L على K أصغر من ال L على K اتنين معناته
+
+127
+00:14:53,090 --> 00:14:59,310
+show eccentric short member تعرفها ك eccentric
+
+128
+00:14:59,310 --> 00:15:05,870
+short
+
+129
+00:15:05,870 --> 00:15:10,890
+compression member
+
+130
+00:15:16,560 --> 00:15:19,580
+معناته ال .. ال .. ال .. ال compression stress
+
+131
+00:15:19,580 --> 00:15:27,260
+sigma C sigma C هتكون P
+
+132
+00:15:27,260 --> 00:15:34,260
+على A في واحد زائد
+
+133
+00:15:34,260 --> 00:15:43,460
+EC على K ترجع عند ال C .. ال C إيش يستوي؟
+
+134
+00:15:50,790 --> 00:15:59,670
+نص يعني ال sigma c هتكون ال P عندي الف على واحد في
+
+135
+00:15:59,670 --> 00:16:09,750
+واحد زاد ال E point one في نص على كتر بيه اللي هو
+
+136
+00:16:09,750 --> 00:16:16,830
+واحد على اتناش صح؟ واحد على اتناش
+
+137
+00:16:19,930 --> 00:16:30,110
+يعني هتكون اتناش في .. في نص كام؟ ستة point ستة زي
+
+138
+00:16:30,110 --> 00:16:34,010
+واحد one point ستة في الف، الف و ستمية، صح؟ تطلع
+
+139
+00:16:34,010 --> 00:16:38,890
+الف و ستمية PSI
+
+140
+00:16:53,060 --> 00:16:56,000
+هيك يكون خلصنا الشبطة تاكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..1e5c404f0b288e9ff6ce63e84704277e459e9e87
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw.srt
@@ -0,0 +1,1535 @@
+1
+00:00:05,110 --> 00:00:07,590
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,590 --> 00:00:12,630
+وبركاته هنكمل في مادة تصميم الآلات واحد احنا لحد
+
+3
+00:00:12,630 --> 00:00:17,630
+تقريبا شبطر تلاتة اليوم هنحكي عن ال temperature
+
+4
+00:00:17,630 --> 00:00:22,510
+effects أو stresses أو stress الناتجة عن درجة
+
+5
+00:00:22,510 --> 00:00:26,850
+الحرارة لو عندي مثلا قطعة معدنية
+
+6
+00:00:30,390 --> 00:00:36,170
+ودرجتها وفي فرق Delta T يعني هي اسخن بمقدار Delta
+
+7
+00:00:36,170 --> 00:00:41,630
+T عن الجو المحيط وهي حرة مش ممسوكة من أي اتجاه
+
+8
+00:00:41,630 --> 00:00:49,350
+يحصل فيها تمدد مثلا لو حكينا هذا X يحصل
+
+9
+00:00:49,350 --> 00:00:53,790
+فيها تمدد Delta
+
+10
+00:00:53,790 --> 00:00:54,210
+X
+
+11
+00:00:57,880 --> 00:01:02,780
+و الـ strain معناته هيصير نتيجة الحرارة Delta X
+
+12
+00:01:02,780 --> 00:01:12,920
+على X هيكون بيساوي Alpha في Delta T Alpha هي معامل
+
+13
+00:01:12,920 --> 00:01:19,800
+التمدد الحراري و Delta T الفرق في درجات الحرارة
+
+14
+00:01:19,800 --> 00:01:26,340
+الآن لو العضو راح
+
+15
+00:01:29,790 --> 00:01:36,310
+مسكت الأطراف وسخنت 
+
+16
+00:01:36,310 --> 00:01:44,130
+ال Delta T أنا فعليا منعته من التمدد صح؟ منعته ال
+
+17
+00:01:44,130 --> 00:01:46,850
+strain اللي يعني بيحاول يتمدد وأنا بمنعه، مانعته 
+
+18
+00:01:46,850 --> 00:01:51,310
+بيصير عندي إيش؟ stress ال stress هيكون .. يعني هذا
+
+19
+00:01:51,310 --> 00:01:54,430
+هيكون under tension ولا compression? under
+
+20
+00:01:54,430 --> 00:02:01,030
+compression معناته هيكون ال stress minus epsilonفي
+
+21
+00:02:01,030 --> 00:02:08,850
+modulus of elasticity يعني هيكون minus Alpha E
+
+22
+00:02:08,850 --> 00:02:15,010
+Delta T هذا
+
+23
+00:02:15,010 --> 00:02:22,990
+في حالة أخرى إذا كان عندي plate ممسوكة
+
+24
+00:02:22,990 --> 00:02:24,050
+من كل الأطراف
+
+25
+00:02:31,540 --> 00:02:38,280
+وأعرضتها لفرق حرارة Delta T هتصير stress sigma
+
+26
+00:02:38,280 --> 00:02:47,560
+ومعادلتها العلاقة اللي هي sigma اللي هي Alpha E Delta
+
+27
+00:02:47,560 --> 00:02:54,940
+T على واحد minus the Poisson ratio الجدول
+
+28
+00:02:54,940 --> 00:03:01,320
+في الكتاب جدول تلاتة وتلاتين بيعطيهم معاملات تمدد
+
+29
+00:03:01,320 --> 00:03:07,900
+الحرارة لمواد مختلفة بيعطيهم للالمنيوم للستيل
+
+30
+00:03:07,900 --> 00:03:13,540
+للمغنيسيوم للستانلس ستيل للتنجستن طبعا بيستخدم
+
+31
+00:03:13,540 --> 00:03:21,520
+السيلسياس scale أو Fahrenheit Scale طبعا هذه ال
+
+32
+00:03:21,520 --> 00:03:25,580
+range تمد الحرارة من صفر لمائة درجة مئوية
+
+33
+00:03:28,520 --> 00:03:31,600
+طيب الموضوع الثاني اللي هي ال curved beams in
+
+34
+00:03:31,600 --> 00:03:34,500
+bending احنا ال bending اللي غطيناها في أول الشابتر
+
+35
+00:03:34,500 --> 00:03:40,920
+كان bending ل beams عدلة straight وكان في حالة
+
+36
+00:03:40,920 --> 00:03:46,960
+straight beams ال neutral axis منطبق على اللي هو
+
+37
+00:03:46,960 --> 00:03:50,800
+مركز المقطع مركز مساحة المقطع يعني neutral axis
+
+38
+00:03:50,800 --> 00:03:56,820
+منطبق على ال central axisلكن في حالة ال curved
+
+39
+00:03:56,820 --> 00:04:02,640
+beams ال neutral axis و ال central axis مختلفين عن
+
+40
+00:04:02,640 --> 00:04:06,860
+بعض ما بنطبق ال neutral axis على ال central axis
+
+41
+00:04:06,860 --> 00:04:12,240
+هاي أول فرق الفرق الثاني كان في حالة straight
+
+42
+00:04:12,240 --> 00:04:15,060
+beams كان
+
+43
+00:04:16,300 --> 00:04:21,040
+ال stress normal stress بتتغير linearly على طول
+
+44
+00:04:21,040 --> 00:04:25,760
+المقطع يعني كانت العلاقة خطية لكن في حالة ال .. ال
+
+45
+00:04:25,760 --> 00:04:29,920
+beams اللي فيها دوران curved beams ال bending ما
+
+46
+00:04:29,920 --> 00:04:38,270
+بتتغير بشكل خطي اللي أنا عندي هنا curved beam هذا ال
+
+47
+00:04:38,270 --> 00:04:43,610
+beam فيه slight curvature نصف
+
+48
+00:04:43,610 --> 00:04:49,330
+القطر الداخلي لل curvature ر اي و نصف القطر
+
+49
+00:04:49,330 --> 00:04:56,090
+الكيرفتشار الخارجي ر او
+
+50
+00:04:56,090 --> 00:05:00,550
+الآن ال center of the axis هيكون لو حكيت شكله
+
+51
+00:05:00,550 --> 00:05:03,170
+elliptical هيكون إيش نصف
+
+52
+00:05:05,140 --> 00:05:09,120
+اللي .. اللي هو إيش؟ ال central axis لكن لأنه
+
+53
+00:05:09,120 --> 00:05:15,120
+curved ال neutral axis مش هيكون منطبق على اللي هو
+
+54
+00:05:15,120 --> 00:05:21,550
+ال central axis يعني في مسافة بينهم الان المسافة
+
+55
+00:05:21,550 --> 00:05:27,130
+بين ال neutral axis و ال inner fiber بسميها CI و
+
+56
+00:05:27,130 --> 00:05:29,970
+المسافة بين ال neutral axis و ال outer fiber
+
+57
+00:05:29,970 --> 00:05:35,330
+بسميها CO هذا ال beam واقع تحت تأثير bending moment
+
+58
+00:05:35,330 --> 00:05:40,830
+M الان
+
+59
+00:05:40,830 --> 00:05:45,630
+هنطلع من ال side view طبعا المسافة هنا إلى هنا هذه
+
+60
+00:05:45,630 --> 00:05:54,240
+RIهذه إيش؟ ر او عند المقطع ارتفاعه H هذه ال central
+
+61
+00:05:54,240 --> 00:06:03,860
+axis و هذه ال neutral axis هذه المسافة من مركز
+
+62
+00:06:03,860 --> 00:06:11,300
+التكور O إلى ال neutral axis بسميها HRN هي المسافة
+
+63
+00:06:11,300 --> 00:06:16,380
+من مركز التكور O لمركز العضو العكس بيسميها RC
+
+64
+00:06:16,380 --> 00:06:21,560
+لحظة في فرق بين ال RC و ال RN اللي هي offset
+
+65
+00:06:21,560 --> 00:06:26,900
+distance اللي هو أو بيسميها eccentricity E بتساوي
+
+66
+00:06:26,900 --> 00:06:35,280
+RC ناقص RN RC ناقص RN الان
+
+67
+00:06:38,080 --> 00:06:44,240
+عشان احسب ال stress at any location Y below the
+
+68
+00:06:44,240 --> 00:06:47,740
+neutral axis لأن ال stress عند neutral axis إيش
+
+69
+00:06:47,740 --> 00:06:53,940
+بيكون قيمته؟ zero معناته إذا باخد at any distance
+
+70
+00:06:53,940 --> 00:07:00,780
+Y from the centroidal axis element بطلع ال stress
+
+71
+00:07:00,780 --> 00:07:10,410
+sigma يوضع علاقة MY على AE في RN minus Y و ال RN
+
+72
+00:07:10,410 --> 00:07:14,110
+مطول العلاقة دي ال A مش هطلب .. يعني اشتقاق مش هطلب
+
+73
+00:07:14,110 --> 00:07:23,340
+منكم A على تكامل DA على R تكامل DA على R ال sigma
+
+74
+00:07:23,340 --> 00:07:27,700
+بيساوي M في Y على AE في RN minus Y لاحظوا عندي في
+
+75
+00:07:27,700 --> 00:07:32,800
+البسط Y وفي مقام Y معناه علاقة واضحة مش linear
+
+76
+00:07:32,800 --> 00:07:41,600
+علاقة مش linear لل stress الان
+
+77
+00:07:41,600 --> 00:07:42,760
+ال sigma بيساوي
+
+78
+00:07:55,010 --> 00:08:01,690
+ال sigma يساوي MY على
+
+79
+00:08:01,690 --> 00:08:07,550
+AE في
+
+80
+00:08:07,550 --> 00:08:17,010
+RN minus Y نرجع
+
+81
+00:08:17,010 --> 00:08:22,630
+هنا لو دي ودي ودي ال stress على ال inner fiber عند
+
+82
+00:08:22,630 --> 00:08:23,030
+ال inner
+
+83
+00:08:27,570 --> 00:08:37,890
+fiber بتكون ال Y بتساوي إيش؟ CI صح؟ يعني هتكون ال
+
+84
+00:08:37,890 --> 00:08:49,250
+sigma I M CI على AE
+
+85
+00:08:49,250 --> 00:08:53,390
+RN minus CI
+
+86
+00:09:01,850 --> 00:09:11,410
+لحظة ال RN فيه يساوي .. يساوي RI زائد
+
+87
+00:09:11,410 --> 00:09:21,610
+CIمعناته ال .. ال RN minus CI إيش بيساوي؟ RI
+
+88
+00:09:21,610 --> 00:09:31,390
+معناته هات بيساوي MCI على AERI
+
+89
+00:09:31,390 --> 00:09:35,970
+عند ال outer fiber at the outer fiber
+
+90
+00:09:45,260 --> 00:09:56,310
+بتكون ال Y بتساوي بتساوي minus CO صح؟Y  الالات
+
+91
+00:09:56,310 --> 00:10:06,230
+موجبة Minus CO سريعا ل Y أو Sigma Outer بتساوي
+
+92
+00:10:06,230 --> 00:10:17,970
+Minus MCO على AE في RN Minus Minus في السريعات
+
+93
+00:10:17,970 --> 00:10:20,230
+Plus CO
+
+94
+00:10:22,600 --> 00:10:28,200
+الان ال RN مجموع ال RN و ال CO هي إيش؟ ال R
+
+95
+00:10:28,200 --> 00:10:36,300
+outside يعني هتساوي minus MCO على AERO
+
+96
+00:10:41,500 --> 00:10:48,120
+اللي هي العلاقات هذه Sigma I بتساوي MCI على AERI و
+
+97
+00:10:48,120 --> 00:10:56,060
+Sigma O بتساوي minus MCO على AERO هنشوف
+
+98
+00:10:56,060 --> 00:10:56,540
+مثال
+
+99
+00:11:15,490 --> 00:11:21,010
+عندي hook هي من بينها ال hook بتأثر عليها شايلة
+
+100
+00:11:21,010 --> 00:11:31,150
+حمل أو load قيمته F و ال F قيمتها بتساوي
+
+101
+00:11:31,150 --> 00:11:41,690
+خمسة آلاف pound force طبعا
+
+102
+00:11:41,690 --> 00:11:49,810
+ال hook مش عدلة جاهة فيها إيش curvature المطلوب plot
+
+103
+00:11:49,810 --> 00:11:54,510
+the distribution of stresses across section AA لك
+
+104
+00:11:54,510 --> 00:12:01,890
+تحسب ال stress distribution على ال section AA ومع
+
+105
+00:12:01,890 --> 00:12:07,370
+العلم أن ال section AA عبارة عن مستطيل أبعاده 0.75
+
+106
+00:12:14,060 --> 00:12:27,160
+ورتفاع section H أربعة انش احنا
+
+107
+00:12:27,160 --> 00:12:31,960
+عشان نحسب ال stress distribution أول شيء أنا هانقل ال
+
+108
+00:12:31,960 --> 00:12:36,040
+force أنا عندي high ال hook
+
+109
+00:12:46,090 --> 00:12:55,790
+و هاي ال force F و هاي ال section A و
+
+110
+00:12:55,790 --> 00:13:07,310
+هاي ال centroid اذا بنقلها ل force هنا أخذت
+
+111
+00:13:07,310 --> 00:13:09,950
+هذا الجزء في ال diagram
+
+112
+00:13:18,950 --> 00:13:26,250
+هي F هيكون عندي هنا إيش F
+
+113
+00:13:26,250 --> 00:13:34,010
+هذا بيحول من ال moment counter
+
+114
+00:13:34,010 --> 00:13:38,770
+clockwise هذا عمل إيش moment clockwise
+
+115
+00:13:38,770 --> 00:13:42,870
+عندي إيش moment
+
+116
+00:13:42,870 --> 00:13:48,410
+قيمة ال moment هذا المسافة أكمل
+
+117
+00:13:53,710 --> 00:13:57,290
+عندي نصف القطر الداخلي اتنين انش و اتنين انش أربعة
+
+118
+00:13:57,290 --> 00:14:05,830
+انش صح؟ هذه أربعة انش معناته ال M هتكون
+
+119
+00:14:05,830 --> 00:14:11,190
+بتساوي أربعة
+
+120
+00:14:11,190 --> 00:14:21,410
+في أربعة يعني هتكون عشرين ألف pound inch
+
+121
+00:14:24,840 --> 00:14:29,640
+الان ال stress يعني في stress يعني المقطع متعرض ل
+
+122
+00:14:29,640 --> 00:14:33,840
+axial force و bending moment معناه إن فيه normal stress
+
+123
+00:14:33,840 --> 00:14:36,520
+due to axial force يعني ال sigma هتكون
+
+124
+00:14:36,520 --> 00:14:44,640
+بتساوي F على A وفيها زائد ال due to bending moment
+
+125
+00:14:44,640 --> 00:14:53,160
+اللي هي M
+
+126
+00:14:53,160 --> 00:14:53,600
+في Y
+
+127
+00:14:59,150 --> 00:15:04,530
+على AE في
+
+128
+00:15:04,530 --> 00:15:08,290
+RN minus
+
+129
+00:15:08,290 --> 00:15:15,930
+Y وال
+
+130
+00:15:15,930 --> 00:15:20,910
+RN بتساوي
+
+131
+00:15:20,910 --> 00:15:24,370
+ال
+
+132
+00:15:24,370 --> 00:15:37,710
+area على تكامل ال DA على R الان
+
+133
+00:15:37,710 --> 00:15:50,250
+ال section لو بدأنا أخذ ال section وهي
+
+134
+00:15:50,250 --> 00:15:54,430
+المركز هذه
+
+135
+00:15:54,430 --> 00:16:06,880
+عبارة عن إيش؟ هذه RI صح وهذه R
+
+136
+00:16:06,880 --> 00:16:12,240
+او وهذه
+
+137
+00:16:12,240 --> 00:16:21,700
+مركز المقطع وهذه RC
+
+138
+00:16:21,700 --> 00:16:31,200
+اللي عند ال RI شو بتساوي؟ 2 انش صح؟ و ال RO هذه
+
+139
+00:16:31,200 --> 00:16:39,600
+بتساوي كم؟ 4 انش ال RO معناته هتكون بتساوي 2
+
+140
+00:16:39,600 --> 00:16:49,860
+زائد 4 6 انش و ال RC اللي في النص هتكون 2 زائد 2 4 انش 
+
+141
+00:16:52,480 --> 00:17:02,380
+عشان أحسب ال RN باخد element على بعد .. على
+
+142
+00:17:02,380 --> 00:17:08,120
+بعد مسافة R و
+
+143
+00:17:08,120 --> 00:17:17,500
+هاد هتكون إيش؟ دي R معناته ال DA إيش هتساوي؟ ال DA 
+
+144
+00:17:20,330 --> 00:17:27,990
+هتكون تساوي اللي هي هذه B صح؟
+
+145
+00:17:27,990 --> 00:17:37,250
+هتكون تساوي BDR معناته ال RN هتكون
+
+146
+00:17:37,250 --> 00:17:40,770
+تساوي ال area اللي هي عبارة عن B في H هذه المسافة
+
+147
+00:17:40,770 --> 00:17:48,210
+ايش؟ H هتكون تساوي B في H اللي هي ال area مساحة
+
+148
+00:17:48,210 --> 00:17:58,070
+النقطة على تكامل بي دي ار على ار الار تتغير من ر
+
+149
+00:17:58,070 --> 00:18:09,030
+اي لار او من ر اي لار او يعني انا حاسب اني بي اتش
+
+150
+00:18:09,030 --> 00:18:11,550
+على بي
+
+151
+00:18:14,450 --> 00:18:24,290
+تكامل DR على R من RI ل RO يعني هتصير عندي اللي هي
+
+152
+00:18:24,290 --> 00:18:28,870
+ال RN بتساوي
+
+153
+00:18:28,870 --> 00:18:37,390
+ال B بتروح مع ال B بتساوي H على LN ال
+
+154
+00:18:37,390 --> 00:18:51,910
+R و ال R تطير من RI ل RO صح؟ يعني هتكون H على لن R
+
+155
+00:18:51,910 --> 00:19:00,710
+O على R I يعني هتكون تساوي ال H عندي كم أربعة انش
+
+156
+00:19:00,710 --> 00:19:11,030
+على لن ال R O اللي هي ستة وال R I اتنين
+
+157
+00:19:14,000 --> 00:19:18,840
+تصيبوا ليها هذا
+
+158
+00:19:18,840 --> 00:19:34,300
+ال RL ثلاثة
+
+159
+00:19:34,300 --> 00:19:40,520
+بصة ستة تلاتة اعطيني كم الرقم فاصل ستة اربعة
+
+160
+00:19:43,910 --> 00:19:48,690
+يعني واحد تلاتة
+
+161
+00:19:48,690 --> 00:19:54,090
+فاصل ستة اربع واحد انش يعني واضح انه ال neutral
+
+162
+00:19:54,090 --> 00:19:58,050
+axis جاي
+
+163
+00:19:58,050 --> 00:20:04,910
+هنا في المنطقة هذه هذي ايش؟
+
+164
+00:20:04,910 --> 00:20:16,820
+RN و بيصير هذي ايش؟ Y الموجبة صح؟ y الموجبة بقى لان
+
+165
+00:20:16,820 --> 00:20:22,060
+لو نيجي نحسب ال stress sigma بالسواء ال F اللي هي
+
+166
+00:20:22,060 --> 00:20:27,080
+خمس تلاف ع
+
+167
+00:20:27,080 --> 00:20:33,360
+ال area ال area خلنا نحسب ال area بالسواء P في H
+
+168
+00:20:33,360 --> 00:20:47,410
+ال P عنديبونز سبعة خمسة في أربعة تلاتة يعني
+
+169
+00:20:47,410 --> 00:21:06,090
+خمس تلاف على تلاتة زاد ال M اللي هي عشرين ألف على
+
+170
+00:21:07,730 --> 00:21:13,510
+why لأن احنا بلزان نحسب ال E ال E ايش بالساوي ال E
+
+171
+00:21:13,510 --> 00:21:23,890
+بالساوي ال RC minus ال RN يعني أربعة ناقص تلاتة
+
+172
+00:21:23,890 --> 00:21:33,370
+point ستة أربعة واحد يعني هيكون point تلاتة
+
+173
+00:21:33,370 --> 00:21:37,170
+خمسة تسعة هذا ال E صح؟
+
+174
+00:21:43,680 --> 00:21:50,140
+يعني هيكون على a التي هي تلاتة point خمسة تسعة
+
+175
+00:21:50,140 --> 00:22:01,420
+واحد point تلاتة خمسة تسعة هذا
+
+176
+00:22:01,420 --> 00:22:11,980
+ال aفي ال RM اللي هي تلاتة point 641 minus ال Y
+
+177
+00:22:11,980 --> 00:22:28,140
+وعندي هنا Y صح يعني
+
+178
+00:22:28,140 --> 00:22:29,740
+العلاقة واضح انها
+
+179
+00:22:35,230 --> 00:22:42,190
+إنها مش خطية خلّى
+
+180
+00:22:42,190 --> 00:22:55,410
+أرسم ال section وهي
+
+181
+00:22:55,410 --> 00:22:55,890
+ال center
+
+182
+00:23:05,220 --> 00:23:09,620
+و هذه .. هذه
+
+183
+00:23:09,620 --> 00:23:21,060
+ال RN ده حكاية .. هذه
+
+184
+00:23:21,060 --> 00:23:21,400
+ال RN
+
+185
+00:23:34,950 --> 00:23:41,030
+واضح لو كان فيه bending فقط لحاله كان هيكون ال
+
+186
+00:23:41,030 --> 00:23:47,870
+stress صفر هنا عند القرآن لكن وجود ال stress due
+
+187
+00:23:47,870 --> 00:23:53,290
+to normal force ماخلهوش صفر معناته خلينا في الأول
+
+188
+00:23:53,290 --> 00:23:58,930
+نشوف وين ممكن يكون صفر يعني متى بتكون سجن مستوى
+
+189
+00:23:58,930 --> 00:24:04,310
+صفر او او اعمل التالي اعمل plot
+
+190
+00:24:09,380 --> 00:24:17,520
+في عندي .. في
+
+191
+00:24:17,520 --> 00:24:23,900
+عندي stress اللي هو خمس تلاف ع تلاتة صح؟ هذا على
+
+192
+00:24:23,900 --> 00:24:24,540
+كل مساحة
+
+193
+00:24:38,160 --> 00:24:44,660
+هذا هو خمس تلاث ع التلات هو هذا الجزء الأول الجزء
+
+194
+00:24:44,660 --> 00:24:53,960
+التاني عند ال Y سفر بيكون ايش سفر طيب
+
+195
+00:24:53,960 --> 00:25:05,000
+هذا ال Y هنا ال
+
+196
+00:25:05,000 --> 00:25:06,980
+Y هنا بالساوية اتنين انش
+
+197
+00:25:10,770 --> 00:25:20,850
+صح؟ و هنا ال y أكم؟ هذه
+
+198
+00:25:20,850 --> 00:25:26,410
+كلها أربعة ناقص
+
+199
+00:25:26,410 --> 00:25:31,690
+المسافة هذه أو نحكي .. يعني ستة .. هذه ستة .. ستة
+
+200
+00:25:31,690 --> 00:25:38,730
+ناقص RN المسافة هذه ستة ناقص RN اللي هي هتكون
+
+201
+00:25:38,730 --> 00:25:51,140
+اتنين هذه اتنين اتنين point تلاتة خمسة تسعة انش صح؟
+
+202
+00:25:51,140 --> 00:25:57,860
+صح يعني هيكون عندي ال stress due to bending عندي
+
+203
+00:25:57,860 --> 00:26:03,780
+صفر صفر و
+
+204
+00:26:03,780 --> 00:26:09,460
+ال stress due to bending عندي ال Y بتساوي هذه اكم
+
+205
+00:26:09,460 --> 00:26:09,920
+هتكون
+
+206
+00:26:14,390 --> 00:26:24,470
+هتكون واحد هذه أربعة يعني هتكون اللي هي هتكون واحد
+
+207
+00:26:24,470 --> 00:26:38,070
+فاصلة ستة أربعة واحد نفس الرقم هذا يعني
+
+208
+00:26:38,070 --> 00:26:43,150
+عند ال inner fiber هتكون هذه كمية الفين
+
+209
+00:26:45,500 --> 00:26:50,640
+ألفين في كم ألفين في واحد point ستة أربع واحد على
+
+210
+00:26:50,640 --> 00:26:54,040
+تلاتة على point تلاتة خمسة تسعة في تلاتة point ستة
+
+211
+00:26:54,040 --> 00:27:00,080
+أربع واحد ناقص واحد point ستة أربع واحد اللي
+
+212
+00:27:00,080 --> 00:27:09,960
+هي كم اتنين يعني هاد يقضبها في اتنين كم تطلع؟
+
+213
+00:27:09,960 --> 00:27:13,380
+تسعمية
+
+214
+00:27:13,380 --> 00:27:14,080
+تونية عشرين
+
+215
+00:27:19,790 --> 00:27:30,510
+خلّيني اكتبها هنا كمرة ستكون
+
+216
+00:27:30,510 --> 00:27:35,070
+ال sigma بتساوي
+
+217
+00:27:35,070 --> 00:27:43,530
+خمس تلاف ع تلاتة بدي احكي sigma I خلّينا خمس تلاف
+
+218
+00:27:43,530 --> 00:27:55,350
+ع تلاتة زائد عشرين الففي y اللي هي واحد point ستة
+
+219
+00:27:55,350 --> 00:28:05,590
+اربعة واحد على تلاتة في point تلاتة خمسة تسعة في
+
+220
+00:28:05,590 --> 00:28:10,830
+اتنين يعني
+
+221
+00:28:10,830 --> 00:28:18,630
+هتكون خمس تلاف ع تلاتة زائد اسمه ليه ال term هذا
+
+222
+00:28:18,630 --> 00:28:19,090
+لحاله
+
+223
+00:28:33,640 --> 00:28:47,360
+طيب كفي ال sigma o هتكون خمس تلاف ع تلاتة minus
+
+224
+00:28:47,360 --> 00:28:56,520
+اشريد الفلأن هذا عكس ال Y هذه ال Y الموجب صح؟
+
+225
+00:28:56,520 --> 00:29:02,480
+هتكون هذا بيستقلب ليه تلاتة point اتنين point
+
+226
+00:29:02,480 --> 00:29:11,440
+تلاتة خمسة تسعة على تلاتة
+
+227
+00:29:11,440 --> 00:29:14,720
+في point تلاتة خمسة تسعة
+
+228
+00:29:27,610 --> 00:29:40,370
+في ستة يعني انا هاكمل خمس تلاف ع تلاتة minus
+
+229
+00:29:40,370 --> 00:29:53,290
+سبعة
+
+230
+00:29:53,290 --> 00:29:53,730
+تلاف
+
+231
+00:29:56,920 --> 00:30:01,920
+معناته ال .. ال sigma I due to bending هتكون هنا
+
+232
+00:30:01,920 --> 00:30:07,080
+خمس أشهر ألف و
+
+233
+00:30:07,080 --> 00:30:15,780
+متين و ستة و تلاتين و هنا تحت هنا
+
+234
+00:30:15,780 --> 00:30:21,860
+هتكون ماقص سبعة تلاف و واحد تلاتين هو مش linear
+
+235
+00:30:25,760 --> 00:30:38,400
+هتكون ال stress جاية زي هيك لما
+
+236
+00:30:38,400 --> 00:30:46,560
+مجمعهم هين هتكون هذه هتكون عند خمس ثلاثة ع تلاتة
+
+237
+00:30:46,560 --> 00:30:51,960
+يعني هتكون sigma I عند الطرف هتكون خمس ثلاثة ع
+
+238
+00:30:51,960 --> 00:30:54,320
+تلاتة زي خمساش ألف و متين و نصف تلاتين جمعوا ليها
+
+239
+00:31:04,050 --> 00:31:09,850
+كم؟ ستاشر الف تسعمائة و اتنين ستاشر الف؟ اه
+
+240
+00:31:09,850 --> 00:31:19,510
+تسعمائة و اتنين غلط لان هذه الحالة الف ستمية خمس
+
+241
+00:31:19,510 --> 00:31:23,350
+تلاتة ع تلاتة زاد خمساشر الف و اتنين ستة و تلاتين
+
+242
+00:31:23,350 --> 00:31:31,920
+ستاشر الف تسعمائة و اتنين ستاشر الف تسعة مية و
+
+243
+00:31:31,920 --> 00:31:41,340
+اتنين PSI و ال sigma O هتكون تتساوي minus اجمع هذي
+
+244
+00:31:41,340 --> 00:31:55,640
+بعد هذي سعر
+
+245
+00:31:55,640 --> 00:31:57,600
+خاص تلاف ستمية و اربعة و تلاتين
+
+246
+00:32:01,710 --> 00:32:09,750
+PSI يعني هكون عندي هنا ستة أشر ألف وهنا
+
+247
+00:32:09,750 --> 00:32:12,730
+سالب خمس تلاف
+
+248
+00:32:31,010 --> 00:32:37,910
+معناته نتيجة ال axel load وصار shift نضغط Axis على
+
+249
+00:32:37,910 --> 00:32:43,670
+اليمين يعني هذه ال stress اندي هنا ستاشر الف
+
+250
+00:32:43,670 --> 00:32:50,950
+تسعمائة و اتنين هنا سالف خمس تلاف وستمية و اربعة و
+
+251
+00:32:50,950 --> 00:32:51,330
+تلاتين
+
+252
+00:33:24,080 --> 00:33:28,780
+طيب فواضح أنه ال .. ال stress أول شيء مش linear
+
+253
+00:33:28,780 --> 00:33:34,860
+واحد لأنه منطقي أنت لما تضغط على الهين هتصير هادئ
+
+254
+00:33:36,320 --> 00:33:39,840
+عليها tension و هذه عليها compression يعني عندها
+
+255
+00:33:39,840 --> 00:33:44,080
+tension و هنا compression معناته somewhere هيكون
+
+256
+00:33:44,080 --> 00:33:50,360
+في منطقة مش فيها stress اللي هي النقطة هذه طب امكن
+
+257
+00:33:50,360 --> 00:33:55,340
+تجد النقطة هذه ان احط هذه تساوي صفر احط هذه تساوي
+
+258
+00:33:55,340 --> 00:34:01,580
+صفر يعني find location
+
+259
+00:34:04,670 --> 00:34:12,510
+of shifted نسميها neutral axis بحط ال sigma
+
+260
+00:34:12,510 --> 00:34:21,330
+بالساوي الصفر بالساوية خمس تلاف ع تلاتة زائد
+
+261
+00:34:21,330 --> 00:34:25,970
+عشرين ألف y
+
+262
+00:34:25,970 --> 00:34:34,540
+على تلاتةفى point تلاتة خمسة تسعة فى تلاتة point
+
+263
+00:34:34,540 --> 00:34:39,520
+ستة أربع واحد ناقص Y يعني هتروح هنا حتسينا عندي
+
+264
+00:34:39,520 --> 00:34:48,840
+هتروح التلاتة مع التلاتة حتسينا عندي السالب واحد
+
+265
+00:34:48,840 --> 00:34:56,640
+بالساوي أربعة Y على
+
+266
+00:34:56,640 --> 00:34:59,980
+point تلاتة خمسة تسعة
+
+267
+00:35:04,310 --> 00:35:09,730
+أو خليها plus واحد في Y minus تلاتة point ستة
+
+268
+00:35:09,730 --> 00:35:16,690
+أربعة واحد يعني حيكون عندي point
+
+269
+00:35:16,690 --> 00:35:21,070
+تلاتة خمسة تسعة Y
+
+270
+00:35:21,070 --> 00:35:28,010
+minus point تلاتة خمسة تسعة في تلاتة point ستة
+
+271
+00:35:28,010 --> 00:35:31,010
+أربعة واحد بتساوي
+
+272
+00:35:33,960 --> 00:35:38,560
+أربعة Y سوى
+
+273
+00:35:38,560 --> 00:35:45,520
+أربعة Y ومنها
+
+274
+00:35:45,520 --> 00:35:50,140
+بحسب
+
+275
+00:35:50,140 --> 00:35:50,480
+ال Y
+
+276
+00:36:19,740 --> 00:36:25,080
+فاصلة سفر يعني
+
+277
+00:36:25,080 --> 00:36:29,920
+هذه المسافة
+
+278
+00:36:29,920 --> 00:36:42,240
+مالها
+
+279
+00:36:42,240 --> 00:36:46,860
+علاقة ال E جاء نتيجة ال curvature مالهاش علاقة
+
+280
+00:36:46,860 --> 00:36:47,360
+بالهذه
+
+281
+00:36:54,370 --> 00:37:01,530
+لأ لأ لحظة لحظة اتحاربتش الـ E ما هي علاقتها بهذه الـ  لو
+
+282
+00:37:01,530 --> 00:37:05,050
+هذه مش موجودة فيه eccentricity الـ E جاءت نتيجة الـ
+
+283
+00:37:05,050 --> 00:37:08,590
+curvature فالمفروض 
+
+284
+00:37:08,590 --> 00:37:10,230
+هذه هذه هي الـ E
+
+285
+00:37:13,940 --> 00:37:18,760
+اللي هي الفرق بين موقع الـ central axis وموقع الـ
+
+286
+00:37:18,760 --> 00:37:24,040
+neutral axis نتيجة الـ load الخمس تلاتة تلاتة راح 
+
+287
+00:37:24,040 --> 00:37:29,640
+زاح كل system على جهة اليمين ما يعني نتيجة موجودة
+
+288
+00:37:29,640 --> 00:37:37,120
+هذه، لو مش موجودة هذه بيكون الـ A موجودة برضه طيب
+
+289
+00:37:42,970 --> 00:37:46,050
+طبعا هيك بيكون شكل الـ distribution زي ما أنتم
+
+290
+00:37:46,050 --> 00:37:53,970
+شايفينه 16.9 kpsi على الـ inner fiber minus 5.63
+
+291
+00:37:53,970 --> 00:37:59,190
+على الـ outer fiber و الـ distribution is not linear
+
+292
+00:38:03,250 --> 00:38:09,270
+لأن table 3-4 في الكتاب معطيني الـ Rc و الـ Rn
+
+293
+00:38:09,270 --> 00:38:13,250
+for curved beams of different cross sections مثلا
+
+294
+00:38:13,250 --> 00:38:18,470
+الـ cross section مستطيل معطيني معرفة الـ Ri و الـ Rc
+
+295
+00:38:18,470 --> 00:38:23,490
+و الـ Ro و الـ Rn و معطيني equation للـ Rc و الـ Rn
+
+296
+00:38:23,490 --> 00:38:30,430
+عند مقطع شبه منحرف معطيني معادلة للـ Rc و معادلة للـ
+
+297
+00:38:30,430 --> 00:38:39,060
+Rn عند T section مقلوب معطيني معادلة الـ RC و الـ RN
+
+298
+00:38:39,060 --> 00:38:45,360
+عند curved beam مقطع مدور معطيني معادلة الـ RC و
+
+299
+00:38:45,360 --> 00:38:49,800
+الـ RN يعني
+
+300
+00:38:49,800 --> 00:38:56,060
+معطيني مقاطع مختلفة طبعا
+
+301
+00:38:58,860 --> 00:39:02,380
+إذا كان الـ curvature كثير يعني radius of curvature
+
+302
+00:39:02,380 --> 00:39:07,220
+كبير معناته أنا بقترب من الـ
+
+303
+00:39:07,220 --> 00:39:10,180
+straightness معناته كل ما اقترب من أن أكون مستقيم
+
+304
+00:39:10,180 --> 00:39:15,500
+أكثر الـ eccentricity  أشملها بتقل معناته في حالة
+
+305
+00:39:15,500 --> 00:39:19,940
+for large curvature الـ E ممكن أعملها بالعلاقة E
+
+306
+00:39:19,940 --> 00:39:26,460
+تقريبًا تساوي I على RC في الـ A هذه الـ eccentricity
+
+307
+00:39:27,260 --> 00:39:33,580
+ولما أحسب الـ eccentricity بقدر أحسب الـ Rn لأن الـ
+
+308
+00:39:33,580 --> 00:39:39,560
+eccentricity  هي  الـ Rc ناقص الـ Rn الـ I هي
+
+309
+00:39:39,560 --> 00:39:43,640
+الـ moment of inertia of الـ section و الـ A هي
+
+310
+00:39:43,640 --> 00:39:49,920
+مساحة المقطع إذا 
+
+311
+00:39:49,920 --> 00:39:54,700
+بعوض قيمة الـ E في المعادلة الأصلية اللي هي .. اللي
+
+312
+00:39:54,700 --> 00:39:55,080
+هي هذه
+
+313
+00:40:00,280 --> 00:40:09,100
+عندي Y so
+
+314
+00:40:09,100 --> 00:40:23,180
+M في Y على AE في RN minus Y بعوض
+
+315
+00:40:23,180 --> 00:40:28,220
+عن E بالعلاقة هذه الـ 
+
+316
+00:40:28,220 --> 00:40:28,480
+E
+
+317
+00:40:32,480 --> 00:40:44,260
+بتساوي I على RC في الـ area بيصير
+
+318
+00:40:44,260 --> 00:41:00,800
+هذه M Y على A في I على RC في الـ area
+
+319
+00:41:06,310 --> 00:41:11,310
+في الـ RN ناقص
+
+320
+00:41:11,310 --> 00:41:19,690
+Y حيث روح عند ايه مع ايه الـ RN ناقص Y احنا لو أخذنا
+
+321
+00:41:19,690 --> 00:41:25,750
+section مثلا مستطيل هاي 
+
+322
+00:41:25,750 --> 00:41:31,930
+عندي و هاي neutral axis أنا كنا نعرف هذا ايش هيك
+
+323
+00:41:31,930 --> 00:41:35,390
+الـ Y هيك
+
+324
+00:41:35,390 --> 00:41:35,750
+الـ Y
+
+325
+00:41:38,950 --> 00:41:47,290
+و هذه كانت الـ R صح؟ معناته و هذه الـ RN معناته الـ R
+
+326
+00:41:47,290 --> 00:41:56,910
+زائد الـ Y بتساوي ايش؟ RN يعني الـ R بتساوي RN minus
+
+327
+00:41:56,910 --> 00:42:07,810
+Y يعني بيصير الـ sigma عندي MY RC على
+
+328
+00:42:07,810 --> 00:42:08,210
+I
+
+329
+00:42:25,250 --> 00:42:29,770
+معادلة تقريبية في حال كان radius of curvature لبيم
+
+330
+00:42:29,770 --> 00:42:36,370
+كبير شوف
+
+331
+00:42:36,370 --> 00:42:36,770
+example
+
+332
+00:42:40,490 --> 00:42:46,110
+consider the circular section in table 3-4 عندي
+
+333
+00:42:46,110 --> 00:42:51,890
+المقطع الدائرة
+
+334
+00:43:41,870 --> 00:43:49,470
+عند بيم مقطع مدور له تكوير معين له curvature معين
+
+335
+00:43:49,470 --> 00:43:56,930
+مبين الـ inner radius و الـ outer radius و الـ RC
+
+336
+00:44:10,990 --> 00:44:18,270
+معطينا هو الـ RC تلاتة انش هذا نص قطر المقطع R
+
+337
+00:44:18,270 --> 00:44:30,110
+كابيتال الـ R كابيتال واحد انش والـ RC تلاتة
+
+338
+00:44:30,110 --> 00:44:34,370
+انش determine
+
+339
+00:44:34,370 --> 00:44:37,030
+E by using the formula from the table
+
+340
+00:44:41,050 --> 00:44:43,350
+نحسب E باستخدام الـ form of the table and
+
+341
+00:44:43,350 --> 00:44:47,090
+approximate by using equation 3 upon 6 6 Compare
+
+342
+00:44:47,090 --> 00:44:49,270
+the results of the two solutions يعني نحسب الـ E
+
+343
+00:44:49,270 --> 00:44:55,350
+باستخدام المعادلة اللي في الجدول معناته لازم أحسب
+
+344
+00:44:55,350 --> 00:45:04,950
+ايش لازم أحسب لأنه يعطينا هو الـ الـ RC يعطينا
+
+345
+00:45:04,950 --> 00:45:05,430
+الـ RC
+
+346
+00:45:08,590 --> 00:45:15,130
+ومعطيني الـ R معناته الـ Ri ايش الساوي؟
+
+347
+00:45:15,130 --> 00:45:21,490
+الـ Ri .. RC ناقص R capital يعني هتكون اثنين انش
+
+348
+00:45:21,490 --> 00:45:30,350
+و الـ Ro ايش الساوي؟
+
+349
+00:45:30,350 --> 00:45:34,890
+زائد R يعني هتكون أربعة انش
+
+350
+00:45:37,650 --> 00:45:44,210
+طيب الـ Rn معطيني العلاقة الـ Rn بتساوي
+
+351
+00:45:44,210 --> 00:45:50,290
+R capital square على
+
+352
+00:45:50,290 --> 00:45:56,430
+اثنين في
+
+353
+00:45:56,430 --> 00:46:04,470
+Rc معناته جذر التربيعي Rc تربيع ناقص التربيعي
+
+354
+00:46:07,840 --> 00:46:18,620
+يعني هتكون واحد تربيع على اثنين في تلاتة minus جذر
+
+355
+00:46:18,620 --> 00:46:27,780
+تربيعي تلاتة تربيع ناقص واحد تربيع يعني هتكون الـ
+
+356
+00:46:27,780 --> 00:46:43,700
+RN واحد على اثنين في تلاتة ناقص جذر ثمانية 2.914
+
+357
+00:46:43,700 --> 00:46:53,200
+انش هذا الـ Rn معناته الـ E ايش الساوي R
+
+358
+00:46:53,200 --> 00:46:56,700
+C ناقص R N
+
+359
+00:47:00,350 --> 00:47:06,110
+يعني هتكون تلاتة minus اثنين point تسعة واحد أربعة
+
+360
+00:47:06,110 --> 00:47:12,610
+يعني هتكون point o
+
+361
+00:47:12,610 --> 00:47:19,050
+ثمانية خمسة
+
+362
+00:47:19,050 --> 00:47:26,970
+ولا ستة point o
+
+363
+00:47:26,970 --> 00:47:27,970
+ثمانية ستة inch
+
+364
+00:47:31,030 --> 00:47:34,990
+هذا الـ E هذا
+
+365
+00:47:34,990 --> 00:47:37,930
+باستخدام المعادلة الموجودة في الجدول باستخدام
+
+366
+00:47:37,930 --> 00:47:45,810
+المعادلة التقريبية الـ E تقريبًا
+
+367
+00:47:45,810 --> 00:47:57,330
+I على RC على الـ area يعني الـ I اللي هي باي
+
+368
+00:48:03,990 --> 00:48:13,070
+في باي بدي أحكي في d d أربعة على أربعة وستين صح
+
+369
+00:48:13,070 --> 00:48:25,050
+على RC في الـ area باي على أربعة d تربيع يعني
+
+370
+00:48:25,050 --> 00:48:37,480
+هتكون الـ A مع الـ b بتروح بتصير ستة عشر ستة عشر
+
+371
+00:48:37,480 --> 00:48:46,100
+d تربيع أو d
+
+372
+00:48:46,100 --> 00:48:46,580
+تربيع
+
+373
+00:48:49,990 --> 00:48:59,150
+على ستة عشر RC يعني هتكون d عبارة عن اثنين R اثنين
+
+374
+00:48:59,150 --> 00:49:05,830
+في أربعة أربعة يعني هتكون R capital تربيع
+
+375
+00:49:05,830 --> 00:49:16,610
+على أربعة RC يعني هتكون اللي هي واحد تربيع على
+
+376
+00:49:16,610 --> 00:49:25,820
+أربعة في تلاتة كم تطلع point o ثمانية تلاتة point
+
+377
+00:49:25,820 --> 00:49:35,760
+o ثمانية تلاتة معناته الـ percentage error هيكون
+
+378
+00:49:35,760 --> 00:49:44,640
+point o ثمانية تلاتة minus point o ثمانية ستة على
+
+379
+00:49:44,640 --> 00:50:03,700
+point o ثمانية ستة في مية كم يطلع يعني
+
+380
+00:50:03,700 --> 00:50:09,340
+الفرق تلاتة و نص في المية تقريبًا بين لو استخدمت
+
+381
+00:50:09,340 --> 00:50:15,140
+المعادلة الدقيقة أو استخدمت المعادلة التقريبية
+
+382
+00:50:15,140 --> 00:50:18,260
+الفرق تلاتة point أربعة ثمانية أو تلاتة و نص في
+
+383
+00:50:18,260 --> 00:50:18,520
+المية
+
+384
+00:50:21,740 --> 00:50:23,000
+هكذا انتهينا من المحاضرة
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..95be4edc7a690029ef9741b78060d48055324d63
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/oepGyNtagrw_postprocess.srt
@@ -0,0 +1,1536 @@
+1
+00:00:05,110 --> 00:00:07,590
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,590 --> 00:00:12,630
+وبركاته هنكمل في مادة تصميم الألات واحد احنا لحد
+
+3
+00:00:12,630 --> 00:00:17,630
+تقريبا شبطر تلاتة اليوم هنحكي عن ال temperature
+
+4
+00:00:17,630 --> 00:00:22,510
+effects او stresses او stress النتجة عن درجة
+
+5
+00:00:22,510 --> 00:00:26,850
+الحرارة لو عندى مثلا قطعة معدنية
+
+6
+00:00:30,390 --> 00:00:36,170
+ودرجها وفي فرق Delta T يعني هي أسخل المقدار Delta
+
+7
+00:00:36,170 --> 00:00:41,630
+T عن الجو المحيط وهي حرة مش ممسوقة من اي اتجاه
+
+8
+00:00:41,630 --> 00:00:49,350
+احسر فيها تمدد مثلا لو حكينا هذا X احسر
+
+9
+00:00:49,350 --> 00:00:53,790
+فيها تمدد Delta
+
+10
+00:00:53,790 --> 00:00:54,210
+X
+
+11
+00:00:57,880 --> 00:01:02,780
+و الـ strain معناته هيصير نتيجة الحرارة delta X
+
+12
+00:01:02,780 --> 00:01:12,920
+على X هيكون بيساوي Alpha في Delta T Alpha هي معامل
+
+13
+00:01:12,920 --> 00:01:19,800
+التمدد الحراري و Delta T الفرق في درجات الحرارة
+
+14
+00:01:19,800 --> 00:01:26,340
+الآن لو المنبر راحت
+
+15
+00:01:29,790 --> 00:01:36,310
+مسكته الأطراف وسخّر
+
+16
+00:01:36,310 --> 00:01:44,130
+ال delta T أنا فعليا منعته من التمدد صح؟ منعته ال
+
+17
+00:01:44,130 --> 00:01:46,850
+strain اللي يعني بيحاول يتمدد وانا بمنعه، مانعته
+
+18
+00:01:46,850 --> 00:01:51,310
+بيصير عندي إيش؟ stress ال stress هيكون .. يعني هذا
+
+19
+00:01:51,310 --> 00:01:54,430
+هيكون under tension ولا compression? under
+
+20
+00:01:54,430 --> 00:02:01,030
+compression معناته هيكون ال stress minus epsilonفي
+
+21
+00:02:01,030 --> 00:02:08,850
+modulus of elasticity يعني هيكون minus alpha E
+
+22
+00:02:08,850 --> 00:02:15,010
+delta T هذا
+
+23
+00:02:15,010 --> 00:02:22,990
+في حالة رد إذا كان عندى plate ممسوك
+
+24
+00:02:22,990 --> 00:02:24,050
+من كل الأطراف
+
+25
+00:02:31,540 --> 00:02:38,280
+وأعرضته لفرد حرارة delta T هصير stress sigma
+
+26
+00:02:38,280 --> 00:02:47,560
+ومواته العلاقة اللي هي sigma اللي هي alpha E delta
+
+27
+00:02:47,560 --> 00:02:54,940
+T على واحد minus the Poisson ratio الجدول
+
+28
+00:02:54,940 --> 00:03:01,320
+في الكتاب جدول تلتاش تلاتةبيعطيهم معاملات تمدد
+
+29
+00:03:01,320 --> 00:03:07,900
+الحرارة لمواد مختلفة بيعطيهم لالألمنيوم للستيل
+
+30
+00:03:07,900 --> 00:03:13,540
+للمغنيسوم للستيلستيل للتنجستون طبعا بيستخدم
+
+31
+00:03:13,540 --> 00:03:21,520
+السيلساس scale او Fahrenheit Scale طبعا هذه ال
+
+32
+00:03:21,520 --> 00:03:25,580
+range تمد الحرارة من صفر لمائة درجة مأوية
+
+33
+00:03:28,520 --> 00:03:31,600
+طيب الموضوع التاني اللى هى ال curved beams in
+
+34
+00:03:31,600 --> 00:03:34,500
+bending احنا ال bending اللى غطيناها فى أول الشبتر
+
+35
+00:03:34,500 --> 00:03:40,920
+كان bending ل beams عدلة straight وكان فى حالة
+
+36
+00:03:40,920 --> 00:03:46,960
+straight beams ال neutral axis منطبق على اللى هو
+
+37
+00:03:46,960 --> 00:03:50,800
+مركز المقطع مركز مساحة المقطع يعنى neutral axis
+
+38
+00:03:50,800 --> 00:03:56,820
+منطبق على ال central axisلكن في حالة ال curved
+
+39
+00:03:56,820 --> 00:04:02,640
+beams ال neutral axis و ال central axis مختلفين عن
+
+40
+00:04:02,640 --> 00:04:06,860
+بعض ما بنطبق ال neutral axis على ال central axis
+
+41
+00:04:06,860 --> 00:04:12,240
+هاي أول فرق الفرق التاني كان في حالة straight
+
+42
+00:04:12,240 --> 00:04:15,060
+beams كان
+
+43
+00:04:16,300 --> 00:04:21,040
+ال stress نور ال stress بتغير linearly على طول
+
+44
+00:04:21,040 --> 00:04:25,760
+المقطع يعني كانت العلاقة خطية لكن في حالة ال .. ال
+
+45
+00:04:25,760 --> 00:04:29,920
+beams اللي فيها دوران curved beams ال bending ما
+
+46
+00:04:29,920 --> 00:04:38,270
+بتغير بشكل خطي اللي أنا عندى هناcare beam هذا ال
+
+47
+00:04:38,270 --> 00:04:43,610
+beam فيه sound curvature نص
+
+48
+00:04:43,610 --> 00:04:49,330
+القطر الداخلي لل curvature ر اي و نص القطر
+
+49
+00:04:49,330 --> 00:04:56,090
+الكيرفتشار الخارجي ر او
+
+50
+00:04:56,090 --> 00:05:00,550
+الآن ال center of the axis هكون لو حكيت شكله
+
+51
+00:05:00,550 --> 00:05:03,170
+elliptical هكون نيش نص
+
+52
+00:05:05,140 --> 00:05:09,120
+اللي .. اللي هو إيش؟ ال central axis لكن لأنه
+
+53
+00:05:09,120 --> 00:05:15,120
+curved ال neutral axis مش هكون منطبق على اللي هو
+
+54
+00:05:15,120 --> 00:05:21,550
+ال central axis يعني في مسافة بينهم Eالان المسافة
+
+55
+00:05:21,550 --> 00:05:27,130
+بين ال neutral axis و ال inner fiber بسميها CI و
+
+56
+00:05:27,130 --> 00:05:29,970
+المسافة بين ال neutral axis و ال outer fiber
+
+57
+00:05:29,970 --> 00:05:35,330
+بسميها CO هذا ال beam واقع تحت اثير bending moment
+
+58
+00:05:35,330 --> 00:05:40,830
+M الان
+
+59
+00:05:40,830 --> 00:05:45,630
+هنطلع من ال side view طبعا المسافة هنا إلى هنا هذي
+
+60
+00:05:45,630 --> 00:05:54,240
+RIهد ايش؟ ر او عند المقطع ارتفاعه H هد ال central
+
+61
+00:05:54,240 --> 00:06:03,860
+axis و هد ال neutral axis هد المسافة من مركز
+
+62
+00:06:03,860 --> 00:06:11,300
+التكور O د ال neutral axis بسميها HRN هو المسافة
+
+63
+00:06:11,300 --> 00:06:16,380
+من مركز التكوير O لأستنترو دي الأعكس بيسميها RC
+
+64
+00:06:16,380 --> 00:06:21,560
+لحظة في فرق بين ال RC و ال RN اللي هي offset
+
+65
+00:06:21,560 --> 00:06:26,900
+distance اللي هو او بيسميها eccentricity E بتستوي
+
+66
+00:06:26,900 --> 00:06:35,280
+RC ناقص RN RC ناقص RN الان
+
+67
+00:06:38,080 --> 00:06:44,240
+عشان احسب ال stress at any location y below the
+
+68
+00:06:44,240 --> 00:06:47,740
+neutral axis لان ال stress عند neutral axis ايش
+
+69
+00:06:47,740 --> 00:06:53,940
+بيكون قيمته؟ zero معناته اذا باخد at any distance
+
+70
+00:06:53,940 --> 00:07:00,780
+y from the centroidal axis element بطلع ال stress
+
+71
+00:07:00,780 --> 00:07:10,410
+sigma يوضع علاقة myعلى A E في R N minus Y و ال R N
+
+72
+00:07:10,410 --> 00:07:14,110
+مطول علاقة دي ال A مش هطلب .. يعني اشتقق مش هطلب
+
+73
+00:07:14,110 --> 00:07:23,340
+منكوا A على تكامل D A على R تكامل D A على Rالسيجما
+
+74
+00:07:23,340 --> 00:07:27,700
+بيساوي M في Y على AE في RN minus Y لاحظوا عندي في
+
+75
+00:07:27,700 --> 00:07:32,800
+البسط Y و في مقام Y معناه علاقة واضحة مش linear
+
+76
+00:07:32,800 --> 00:07:41,600
+علاقة مش linear لل stress الان
+
+77
+00:07:41,600 --> 00:07:42,760
+ال sigma بيساوي
+
+78
+00:07:55,010 --> 00:08:01,690
+السيجوز ساوي MY على
+
+79
+00:08:01,690 --> 00:08:07,550
+AE في
+
+80
+00:08:07,550 --> 00:08:17,010
+RN minus Y نرجع
+
+81
+00:08:17,010 --> 00:08:22,630
+هنا لو دا ودي ودي ال stress على ال inner fiber عند
+
+82
+00:08:22,630 --> 00:08:23,030
+ال inner
+
+83
+00:08:27,570 --> 00:08:37,890
+fiber بتكون ال Y بيستوي إيش؟ C I صح؟ يعني هتكون ال
+
+84
+00:08:37,890 --> 00:08:49,250
+sigma I M C I على AE
+
+85
+00:08:49,250 --> 00:08:53,390
+R N minus C I
+
+86
+00:09:01,850 --> 00:09:11,410
+لحظة ال R N فيه ساوى .. ساوة R I زاد
+
+87
+00:09:11,410 --> 00:09:21,610
+C Iمعناته ال .. ال RN minus CI ايش يستوي؟ RI
+
+88
+00:09:21,610 --> 00:09:31,390
+معناته هات بيستوي MCI على AERI
+
+89
+00:09:31,390 --> 00:09:35,970
+عند ال outer fiber at the outer fiber
+
+90
+00:09:45,260 --> 00:09:56,310
+بتكون ال Y F تساوي تساوي minus CO صح؟Y الاتحادات
+
+91
+00:09:56,310 --> 00:10:06,230
+موجة Minus CO سريعاً ل Y أو Sigma Outer بالساوية
+
+92
+00:10:06,230 --> 00:10:17,970
+Minus MCO على AE في RN Minus Minus في السريعات
+
+93
+00:10:17,970 --> 00:10:20,230
+Plus CO
+
+94
+00:10:22,600 --> 00:10:28,200
+الان ال RN مجموع ال RN و ال CO هي ايش؟ ال R
+
+95
+00:10:28,200 --> 00:10:36,300
+outside يعني هتساوي minus MCO على AERO
+
+96
+00:10:41,500 --> 00:10:48,120
+اللي هي العلاقات هذه Sigma I بيستوي MCI على AERI و
+
+97
+00:10:48,120 --> 00:10:56,060
+Sigma O بيستوي minus MCO على AERO هنشوف
+
+98
+00:10:56,060 --> 00:10:56,540
+مثال
+
+99
+00:11:15,490 --> 00:11:21,010
+عندي hook هي من بينها ال hook بتأثر عليها شايلة
+
+100
+00:11:21,010 --> 00:11:31,150
+لحمل او load قيمته F و ال F قيمتها استوى
+
+101
+00:11:31,150 --> 00:11:41,690
+خمس تلاف pound force طبعا
+
+102
+00:11:41,690 --> 00:11:49,810
+ال hookمش عدلة جهة فيها إيش curvature المطلوب plot
+
+103
+00:11:49,810 --> 00:11:54,510
+the distribution of stresses across section AA لك
+
+104
+00:11:54,510 --> 00:12:01,890
+تحسب ال stress distribution على ال section AA و مع
+
+105
+00:12:01,890 --> 00:12:07,370
+العلم أن ال section AA عبارة عن مستطيل أبعاده 0.75
+
+106
+00:12:14,060 --> 00:12:27,160
+ورتفاع section H اربع انش احنا
+
+107
+00:12:27,160 --> 00:12:31,960
+عشان نحسب ال stress distribution اولش انا هانقل ال
+
+108
+00:12:31,960 --> 00:12:36,040
+force انا عندى high ال hawk
+
+109
+00:12:46,090 --> 00:12:55,790
+و هاي ال force F و هاي ال section A و
+
+110
+00:12:55,790 --> 00:13:07,310
+هاي ال centroid اذا بانقلها ل force هنا اخدت
+
+111
+00:13:07,310 --> 00:13:09,950
+هذا الجزء في ال diagram
+
+112
+00:13:18,950 --> 00:13:26,250
+هي F هيكون عندي هنا إيش F
+
+113
+00:13:26,250 --> 00:13:34,010
+هذا بيحولي من ال moment counter
+
+114
+00:13:34,010 --> 00:13:38,770
+clockwise هذا عمل إيش moment clockwise
+
+115
+00:13:38,770 --> 00:13:42,870
+عندي إيش moment
+
+116
+00:13:42,870 --> 00:13:48,410
+قيمة ال moment هذا المسافر أكمل
+
+117
+00:13:53,710 --> 00:13:57,290
+عندي نص القطر الداخل اتنين انش و اتنين انش اربعة
+
+118
+00:13:57,290 --> 00:14:05,830
+انش صح؟ هذه اربعة انش معناته ال M هتكون
+
+119
+00:14:05,830 --> 00:14:11,190
+تساوي اربعة
+
+120
+00:14:11,190 --> 00:14:21,410
+فئة يعني هتكون عشرين الف pound انش
+
+121
+00:14:24,840 --> 00:14:29,640
+الان ال stress يعني فيه stress يعني المقطع متعرض ل
+
+122
+00:14:29,640 --> 00:14:33,840
+axial force و bending moment معناه ان فيه نور ال
+
+123
+00:14:33,840 --> 00:14:36,520
+stress due to axial force يعني ال sigma هتكون
+
+124
+00:14:36,520 --> 00:14:44,640
+تساوي F على A وفيه زائر ال due to bending moment
+
+125
+00:14:44,640 --> 00:14:53,160
+اللي هي M
+
+126
+00:14:53,160 --> 00:14:53,600
+في Y
+
+127
+00:14:59,150 --> 00:15:04,530
+على AE في
+
+128
+00:15:04,530 --> 00:15:08,290
+RN minus
+
+129
+00:15:08,290 --> 00:15:15,930
+Y وال
+
+130
+00:15:15,930 --> 00:15:20,910
+RN بتساوي
+
+131
+00:15:20,910 --> 00:15:24,370
+ال
+
+132
+00:15:24,370 --> 00:15:37,710
+area على تكاملالـ D A على R الآن
+
+133
+00:15:37,710 --> 00:15:50,250
+ال section لو بدأ أخد ال section وهي
+
+134
+00:15:50,250 --> 00:15:54,430
+المركز هذه
+
+135
+00:15:54,430 --> 00:16:06,880
+عبارة عن إيش؟هذه ر اي صح وهذه ر
+
+136
+00:16:06,880 --> 00:16:12,240
+او وهذه
+
+137
+00:16:12,240 --> 00:16:21,700
+المركز المقطع وهذه ر سي
+
+138
+00:16:21,700 --> 00:16:31,200
+اللي عند ال ر اي شو الساوي؟2 انش صح؟ و ال RO هذه
+
+139
+00:16:31,200 --> 00:16:39,600
+بتعطيها حقا كم؟ 4 انش ال RO معناته هتكون الساوى 2
+
+140
+00:16:39,600 --> 00:16:49,860
+زي 4 6 انش و ال RC اللي في النص هتكون 2 زي 2 4 انش
+
+141
+00:16:52,480 --> 00:17:02,380
+عشان أحسب ال RN باخد element على بعد .. على
+
+142
+00:17:02,380 --> 00:17:08,120
+بعد مسافة R و
+
+143
+00:17:08,120 --> 00:17:17,500
+هاد هتكون إيش؟ دي R معناته ال DA إيش هتساوي؟ ال DA
+
+144
+00:17:20,330 --> 00:17:27,990
+هتكون تساوي اللي هي هذه B صح؟
+
+145
+00:17:27,990 --> 00:17:37,250
+هتكون ساوي BDR معناته ال RN هتكون
+
+146
+00:17:37,250 --> 00:17:40,770
+تساوي ال area اللي هي عبارة عن B في H هذه المسافة
+
+147
+00:17:40,770 --> 00:17:48,210
+ايش؟ H هتكون تساوي B في H اللي هي ال areaمسحة
+
+148
+00:17:48,210 --> 00:17:58,070
+النقطة على تكامل بي دي ار على ار الار تتغير من ر
+
+149
+00:17:58,070 --> 00:18:09,030
+اي لار او من ر اي لار او يعني انا حاسب اني بي اتش
+
+150
+00:18:09,030 --> 00:18:11,550
+على بي
+
+151
+00:18:14,450 --> 00:18:24,290
+تكامل DR على R من RI ل RO يعني هتصير عندى اللى هى
+
+152
+00:18:24,290 --> 00:18:28,870
+ال RN بتساوي
+
+153
+00:18:28,870 --> 00:18:37,390
+ال B بتروح مع ال B بتساوي H على LN ال
+
+154
+00:18:37,390 --> 00:18:51,910
+R و ال R تطير من RI ل RO صح؟يعني هتكون H على لن R
+
+155
+00:18:51,910 --> 00:19:00,710
+O على R I يعني هتكون تساوي ال H عندي أكم أربعة انش
+
+156
+00:19:00,710 --> 00:19:11,030
+على لن ال R O اللي هي ستة وال R I اتنين
+
+157
+00:19:14,000 --> 00:19:18,840
+تصيبوا ليها هذا
+
+158
+00:19:18,840 --> 00:19:34,300
+ال RL ثلاثة
+
+159
+00:19:34,300 --> 00:19:40,520
+بصة ستة تلاتة اعطيني كم الرقم فاصل ستة اربعة
+
+160
+00:19:43,910 --> 00:19:48,690
+يعني واحد تلاتة
+
+161
+00:19:48,690 --> 00:19:54,090
+فاصل ستة اربع واحد انش يعني واضح انه ال neutral
+
+162
+00:19:54,090 --> 00:19:58,050
+axis جاي
+
+163
+00:19:58,050 --> 00:20:04,910
+هنا في المنطقة هذه هذي ايش؟
+
+164
+00:20:04,910 --> 00:20:16,820
+RN و بيصير هذي ايش؟ Y الموجبة صح؟y الموجة بقى لان
+
+165
+00:20:16,820 --> 00:20:22,060
+لو نيجي نحسب ال stress sigma بالسواء ال F اللي هي
+
+166
+00:20:22,060 --> 00:20:27,080
+خمس تلاف ع
+
+167
+00:20:27,080 --> 00:20:33,360
+ال area ال area خلنا نحسب ال area بالسواء P في H
+
+168
+00:20:33,360 --> 00:20:47,410
+ال P عنديبونز سبعة خمسة في أربعة تلاتة يعني
+
+169
+00:20:47,410 --> 00:21:06,090
+خمس تلاف على تلاتة زاد ال M اللي هي عشرين ألف على
+
+170
+00:21:07,730 --> 00:21:13,510
+why لأن احنا بلزان نحسب ال E ال E ايش بالساوي ال E
+
+171
+00:21:13,510 --> 00:21:23,890
+بالساوي ال RC minus ال RN يعني أربعة ناقص تلاتة
+
+172
+00:21:23,890 --> 00:21:33,370
+point ستة أربعة واحد يعني هيكون point تلاتة
+
+173
+00:21:33,370 --> 00:21:37,170
+خمسة تسعة هذا ال E صح؟
+
+174
+00:21:43,680 --> 00:21:50,140
+يعني هيكون على a التي هي تلاتة point خمسة تسعة
+
+175
+00:21:50,140 --> 00:22:01,420
+واحد point تلاتة خمسة تسعة هذا
+
+176
+00:22:01,420 --> 00:22:11,980
+ال aفي ال RM اللي هي تلاتة point 641 minus ال Y
+
+177
+00:22:11,980 --> 00:22:28,140
+وعندي هنا Y صح يعني
+
+178
+00:22:28,140 --> 00:22:29,740
+العلاقة واضح انها
+
+179
+00:22:35,230 --> 00:22:42,190
+إنها مش خطية خلّى
+
+180
+00:22:42,190 --> 00:22:55,410
+أرسم ال section وهي
+
+181
+00:22:55,410 --> 00:22:55,890
+ال center
+
+182
+00:23:05,220 --> 00:23:09,620
+و هذه .. هذه
+
+183
+00:23:09,620 --> 00:23:21,060
+ال RN ده حكاية .. هذه
+
+184
+00:23:21,060 --> 00:23:21,400
+ال RN
+
+185
+00:23:34,950 --> 00:23:41,030
+واضح لو كان فيه bending فقط لحاله كان هيكون ال
+
+186
+00:23:41,030 --> 00:23:47,870
+stress صفر هنا عند القرآن لكن وجود ال stress due
+
+187
+00:23:47,870 --> 00:23:53,290
+to normal force ماخلهوش صفر معناته خلينا في الأول
+
+188
+00:23:53,290 --> 00:23:58,930
+نشوف وين ممكن يكون صفر يعني متى بتكون سجن مستوى
+
+189
+00:23:58,930 --> 00:24:04,310
+صفر او او اعمل التالي اعمل plot
+
+190
+00:24:09,380 --> 00:24:17,520
+في عندي .. في
+
+191
+00:24:17,520 --> 00:24:23,900
+عندي stress اللي هو خمس تلاف ع تلاتة صح؟ هذا على
+
+192
+00:24:23,900 --> 00:24:24,540
+كل مساحة
+
+193
+00:24:38,160 --> 00:24:44,660
+هذا هو خمس تلاث ع التلات هو هذا الجزء الأول الجزء
+
+194
+00:24:44,660 --> 00:24:53,960
+التاني عند ال Y سفر بيكون ايش سفر طيب
+
+195
+00:24:53,960 --> 00:25:05,000
+هذا ال Y هنا ال
+
+196
+00:25:05,000 --> 00:25:06,980
+Y هنا بالساوية اتنين انش
+
+197
+00:25:10,770 --> 00:25:20,850
+صح؟ و هنا ال y أكم؟ هذه
+
+198
+00:25:20,850 --> 00:25:26,410
+كلها أربعة ناقص
+
+199
+00:25:26,410 --> 00:25:31,690
+المسافة هذه أو نحكي .. يعني ستة .. هذه ستة .. ستة
+
+200
+00:25:31,690 --> 00:25:38,730
+ناقص RN المسافة هذه ستة ناقص RN اللي هي هتكون
+
+201
+00:25:38,730 --> 00:25:51,140
+اتنينهذه اتنين اتنين point تلاتة خمسة تسعة انش صح؟
+
+202
+00:25:51,140 --> 00:25:57,860
+صح يعني هيكون عندي ال stress due to bending عندي
+
+203
+00:25:57,860 --> 00:26:03,780
+صفر صفر و
+
+204
+00:26:03,780 --> 00:26:09,460
+ال stress due to bending عندي ال Y بتساوي هذه اكم
+
+205
+00:26:09,460 --> 00:26:09,920
+هتكون
+
+206
+00:26:14,390 --> 00:26:24,470
+هتكون واحد هذه اربعة يعني هتكون اللي هي هتكون واحد
+
+207
+00:26:24,470 --> 00:26:38,070
+فاصلة ستة اربعة واحد نفس الرقم هذا يعني
+
+208
+00:26:38,070 --> 00:26:43,150
+عند ال inner fiber هتكون هذه كمية الفين
+
+209
+00:26:45,500 --> 00:26:50,640
+ألفين في أكم ألفين في واحد point ستة أربع واحد على
+
+210
+00:26:50,640 --> 00:26:54,040
+تلاتة على point تلاتة خمسة تسعة في تلاتة point ستة
+
+211
+00:26:54,040 --> 00:27:00,080
+أربع واحد ناقص واحد point ستة أربع واحد اللي
+
+212
+00:27:00,080 --> 00:27:09,960
+هي أكم اتنين يعني هاد يقضبها في اتنين أكم تطلع؟
+
+213
+00:27:09,960 --> 00:27:13,380
+تسعمية
+
+214
+00:27:13,380 --> 00:27:14,080
+تونية عشرين
+
+215
+00:27:19,790 --> 00:27:30,510
+خلّيني اكتبها هنا كمرة ستكون
+
+216
+00:27:30,510 --> 00:27:35,070
+ال sigma بتساوي
+
+217
+00:27:35,070 --> 00:27:43,530
+خمس تلاف ع تلاتة بدي احكي sigma I خلّينا خمس تلاف
+
+218
+00:27:43,530 --> 00:27:55,350
+ع تلاتة زائد عشرين الففي y اللي هي واحد point ستة
+
+219
+00:27:55,350 --> 00:28:05,590
+اربعة واحد على تلاتة في point تلاتة خمسة تسعة في
+
+220
+00:28:05,590 --> 00:28:10,830
+اتنين يعني
+
+221
+00:28:10,830 --> 00:28:18,630
+هتكون خمس تلاف ع تلاتة زائد اسمه ليه ال term هذا
+
+222
+00:28:18,630 --> 00:28:19,090
+لحاله
+
+223
+00:28:33,640 --> 00:28:47,360
+طيب كفي ال sigma o هتكون خمس تلاف ع تلاتة minus
+
+224
+00:28:47,360 --> 00:28:56,520
+اشريد الفلأن هذا عكس ال Y هذه ال Y الموجب صح؟
+
+225
+00:28:56,520 --> 00:29:02,480
+هتكون هذا بيستقلب ليه تلاتة point اتنين point
+
+226
+00:29:02,480 --> 00:29:11,440
+تلاتة خمسة تسعة على تلاتة
+
+227
+00:29:11,440 --> 00:29:14,720
+في point تلاتة خمسة تسعة
+
+228
+00:29:27,610 --> 00:29:40,370
+في ستة يعني انا هاكمل خمس تلاف ع تلاتة minus
+
+229
+00:29:40,370 --> 00:29:53,290
+سبعة
+
+230
+00:29:53,290 --> 00:29:53,730
+تلاف
+
+231
+00:29:56,920 --> 00:30:01,920
+معناته ال .. ال sigma I due to bending هتكون هنا
+
+232
+00:30:01,920 --> 00:30:07,080
+خمس أشهر ألف و
+
+233
+00:30:07,080 --> 00:30:15,780
+متين و ستة و تلاتين و هنا تحت هنا
+
+234
+00:30:15,780 --> 00:30:21,860
+هتكون ماقص سبعة تلاف و واحد تلاتين هو مش linear
+
+235
+00:30:25,760 --> 00:30:38,400
+هتكون ال stress جاية زي هيك لما
+
+236
+00:30:38,400 --> 00:30:46,560
+مجمعهم هين هتكون هذه هتكون عند خمس ثلاثة ع تلاتة
+
+237
+00:30:46,560 --> 00:30:51,960
+يعني هتكون sigma I عند الطرف هتكون خمس ثلاثة ع
+
+238
+00:30:51,960 --> 00:30:54,320
+تلاتة زي خمساش ألف و متين و نصف تلاتين جمعوا ليها
+
+239
+00:31:04,050 --> 00:31:09,850
+اكام؟ ستاشر الف تسعمائة و اتنين ستاشر الف؟ اه
+
+240
+00:31:09,850 --> 00:31:19,510
+تسعمائة و اتنين غلط لان هذه الحالة الف ستمية خمس
+
+241
+00:31:19,510 --> 00:31:23,350
+تلاتة ع تلاتة زاد خمساشر الف و اتنين ستة و تلاتين
+
+242
+00:31:23,350 --> 00:31:31,920
+ستاشر الف تسعمائة و اتنينستاشر الف تسعة مية و
+
+243
+00:31:31,920 --> 00:31:41,340
+اتنين PSI و ال sigma O هتكون تتساوي minus اجمع هذي
+
+244
+00:31:41,340 --> 00:31:55,640
+بعد هذي سعر
+
+245
+00:31:55,640 --> 00:31:57,600
+خاص تلاف ستمية و اربعة و تلاتين
+
+246
+00:32:01,710 --> 00:32:09,750
+PSI يعني هكون عندي هنا ستة أشر ألف وهنا
+
+247
+00:32:09,750 --> 00:32:12,730
+سالب خمس تلاف
+
+248
+00:32:31,010 --> 00:32:37,910
+معناته نتيجة ال axel load وصار shift نضغط Axis على
+
+249
+00:32:37,910 --> 00:32:43,670
+اليمين يعني هذه ال stress اندي هنا ستاشر الف
+
+250
+00:32:43,670 --> 00:32:50,950
+تسعمائة و اتنين هنا سالف خمس تلاف وستمية و اربعة و
+
+251
+00:32:50,950 --> 00:32:51,330
+تلاتين
+
+252
+00:33:24,080 --> 00:33:28,780
+طيب فواضح أنه ال .. ال stress أول شيء مش linear
+
+253
+00:33:28,780 --> 00:33:34,860
+واحد لأنه منطقي أنت لما تضغط على الهين هتصير هادئ
+
+254
+00:33:36,320 --> 00:33:39,840
+عليها tension و هذه عليها compression يعني عندها
+
+255
+00:33:39,840 --> 00:33:44,080
+tension و هنا compression معناته somewhere هيكون
+
+256
+00:33:44,080 --> 00:33:50,360
+في منطقة مش فيها stress اللي هي النقطة هذه طب امكن
+
+257
+00:33:50,360 --> 00:33:55,340
+تجد النقطة هذه ان احط هذه تساوي صفر احط هذه تساوي
+
+258
+00:33:55,340 --> 00:34:01,580
+صفر يعني find location
+
+259
+00:34:04,670 --> 00:34:12,510
+of shifted نسميها neutral axis بحط ال sigma
+
+260
+00:34:12,510 --> 00:34:21,330
+بالساوية الصفر بالساوية خمس تلاف ع تلاتة زائد
+
+261
+00:34:21,330 --> 00:34:25,970
+عشرين ألف y
+
+262
+00:34:25,970 --> 00:34:34,540
+على تلاتةفى point تلاتة خمسة تسعة فى تلاتة point
+
+263
+00:34:34,540 --> 00:34:39,520
+ستة أربع واحد ناقص Y يعني هتروح هنا حتسينا عندي
+
+264
+00:34:39,520 --> 00:34:48,840
+هتروح التلاتة مع التلاتة حتسينا عندي السالب واحد
+
+265
+00:34:48,840 --> 00:34:56,640
+بالساوية أربعة Y على
+
+266
+00:34:56,640 --> 00:34:59,980
+point تلاتة خمسة تسعة
+
+267
+00:35:04,310 --> 00:35:09,730
+أو خليها plus واحد في Y minus تلاتة point ستة
+
+268
+00:35:09,730 --> 00:35:16,690
+أربعة واحد يعني حيكون عندي point
+
+269
+00:35:16,690 --> 00:35:21,070
+تلاتة خمسة تسعة Y
+
+270
+00:35:21,070 --> 00:35:28,010
+minus point تلاتة خمسة تسعة في تلاتة point ستة
+
+271
+00:35:28,010 --> 00:35:31,010
+أربعة واحد بتساوي
+
+272
+00:35:33,960 --> 00:35:38,560
+أربعة Y سوى
+
+273
+00:35:38,560 --> 00:35:45,520
+أربعة Y ومنها
+
+274
+00:35:45,520 --> 00:35:50,140
+بحسب
+
+275
+00:35:50,140 --> 00:35:50,480
+ال Y
+
+276
+00:36:19,740 --> 00:36:25,080
+فاصلة سفر يعني
+
+277
+00:36:25,080 --> 00:36:29,920
+هذه المسافة
+
+278
+00:36:29,920 --> 00:36:42,240
+مالها
+
+279
+00:36:42,240 --> 00:36:46,860
+علاقة ال E جاء نتيجة ال curvature مالهاش علاقة
+
+280
+00:36:46,860 --> 00:36:47,360
+بالهذه
+
+281
+00:36:54,370 --> 00:37:01,530
+لأ لأ لحظة لحظة اتحاربتش ال E ما هي علاقة بهدي لو
+
+282
+00:37:01,530 --> 00:37:05,050
+هدي مش موجودة فيه eccentricity ال E جا نتيجة ال
+
+283
+00:37:05,050 --> 00:37:08,590
+curvature فالمفروض
+
+284
+00:37:08,590 --> 00:37:10,230
+هدي هدي هي ال E
+
+285
+00:37:13,940 --> 00:37:18,760
+اللي هي الفرق بين موقع الـ central axis وموقع ال
+
+286
+00:37:18,760 --> 00:37:24,040
+neutral axis نتيجة ال load الخمس تلاتة تلاتة راح
+
+287
+00:37:24,040 --> 00:37:29,640
+زاح كل system على جهة اليمين ما يعني نتيجة موجودة
+
+288
+00:37:29,640 --> 00:37:37,120
+هذه، لو مش موجودة هذه بيكون ال A موجودة برضه طيب
+
+289
+00:37:42,970 --> 00:37:46,050
+طبعا هيك بيكون شكل ال distribution زي ما انتوا
+
+290
+00:37:46,050 --> 00:37:53,970
+شايفينه 16.9 kpsi على ال inner fiber minus 5.63
+
+291
+00:37:53,970 --> 00:37:59,190
+على ال outer fiber و ال distribution is not linear
+
+292
+00:38:03,250 --> 00:38:09,270
+لأن تابل تلت أربعة في الكتاب معطيني ال Rc و ال Rn
+
+293
+00:38:09,270 --> 00:38:13,250
+for curved beams of different cross sections مثلا
+
+294
+00:38:13,250 --> 00:38:18,470
+ال cross section مستطيل معطيني معرفة ال Ri و ال Rc
+
+295
+00:38:18,470 --> 00:38:23,490
+و ال Ro و ال Rn و معطيني equation لل Rc و ال Rn
+
+296
+00:38:23,490 --> 00:38:30,430
+عند مقطع شبه منحرف معطيني معادلة لل Rc و معادلة لل
+
+297
+00:38:30,430 --> 00:38:39,060
+Rnعندهين T section مقلوب معطيل معادل ال RC و ال RN
+
+298
+00:38:39,060 --> 00:38:45,360
+عندهين curved beam مقطع مدور معطيل معادل ال RC و
+
+299
+00:38:45,360 --> 00:38:49,800
+ال RN يعني
+
+300
+00:38:49,800 --> 00:38:56,060
+معطيل مقاطع مختلفة طبعا
+
+301
+00:38:58,860 --> 00:39:02,380
+إذا كان ال curvature كتير يعني radius of curvature
+
+302
+00:39:02,380 --> 00:39:07,220
+مركز التكوّر كبير معناته أنا بقترب من ال
+
+303
+00:39:07,220 --> 00:39:10,180
+straightness معناته كل ما اقترب من أن أكون مستقيم
+
+304
+00:39:10,180 --> 00:39:15,500
+أكتر ال eccentricity أشملها بتقل معناته في حالة
+
+305
+00:39:15,500 --> 00:39:19,940
+for large curvature ال E ممكن أعملها بالعلاقة E
+
+306
+00:39:19,940 --> 00:39:26,460
+تقريب السواء I على RC في ال A هذه ال eccentricity
+
+307
+00:39:27,260 --> 00:39:33,580
+ومات حسبت ال eccentricity بقدر أحسب ال Rn لأن ال
+
+308
+00:39:33,580 --> 00:39:39,560
+eccentricity ايش يستاهل ال Rc ناقص ال Rn ال I هي
+
+309
+00:39:39,560 --> 00:39:43,640
+ال multinomial of inertial of ال section و ال A هي
+
+310
+00:39:43,640 --> 00:39:49,920
+مساحة المقطع إذا
+
+311
+00:39:49,920 --> 00:39:54,700
+بعوض قيمة ال E في المعادلة الأصلية اللي هي .. اللي
+
+312
+00:39:54,700 --> 00:39:55,080
+هي هذه
+
+313
+00:40:00,280 --> 00:40:09,100
+عندي Y so
+
+314
+00:40:09,100 --> 00:40:23,180
+M في Y على AE في RN minus Y ضعوض
+
+315
+00:40:23,180 --> 00:40:28,220
+عن E للعلاقة هذه ال
+
+316
+00:40:28,220 --> 00:40:28,480
+E
+
+317
+00:40:32,480 --> 00:40:44,260
+بساوي I على RC في ال area بيصير
+
+318
+00:40:44,260 --> 00:41:00,800
+هذه M Y على A في I على RC في ال area
+
+319
+00:41:06,310 --> 00:41:11,310
+في ال RN ناقص
+
+320
+00:41:11,310 --> 00:41:19,690
+Y حيث روح عند ايه مع ايه ال RN ناقص Y احنا لو خدنا
+
+321
+00:41:19,690 --> 00:41:25,750
+section مثلا مستطيل هاي
+
+322
+00:41:25,750 --> 00:41:31,930
+عندى و هاي neutral axis انا كنا نعرف هذا ايش هيك
+
+323
+00:41:31,930 --> 00:41:35,390
+ال Y هيك
+
+324
+00:41:35,390 --> 00:41:35,750
+ال Y
+
+325
+00:41:38,950 --> 00:41:47,290
+و هذه كانت ال R صح؟ معناته و هذه ال RN معناته ال R
+
+326
+00:41:47,290 --> 00:41:56,910
+زائد ال Y بيستوي ايش؟ RN يعني ال R بيستوي RN minus
+
+327
+00:41:56,910 --> 00:42:07,810
+Y يعني بيصير ال sigma عندي MY RC على
+
+328
+00:42:07,810 --> 00:42:08,210
+I
+
+329
+00:42:25,250 --> 00:42:29,770
+معادة تقريبية في حال كان radius of curvature لبيم
+
+330
+00:42:29,770 --> 00:42:36,370
+كبير شوف
+
+331
+00:42:36,370 --> 00:42:36,770
+example
+
+332
+00:42:40,490 --> 00:42:46,110
+consider the circular section in table 3-4 عندي
+
+333
+00:42:46,110 --> 00:42:51,890
+المقطع الدائرة
+
+334
+00:43:41,870 --> 00:43:49,470
+عند بيم مقطع مدور له تكوير معين له curvature معين
+
+335
+00:43:49,470 --> 00:43:56,930
+مبين ال inner radius و ال outer radius و ال RC
+
+336
+00:44:10,990 --> 00:44:18,270
+معطينا هو ال RC تلاتة انش هذا نص قطر المقطع R
+
+337
+00:44:18,270 --> 00:44:30,110
+كابيتال ال R كابيتال واحد انش وال RC تلاتة
+
+338
+00:44:30,110 --> 00:44:34,370
+انش determine
+
+339
+00:44:34,370 --> 00:44:37,030
+E by using the formula from the table
+
+340
+00:44:41,050 --> 00:44:43,350
+نحسب E باستخدام ال form of the table and
+
+341
+00:44:43,350 --> 00:44:47,090
+approximate by using equation 3 upon 6 6 Compare
+
+342
+00:44:47,090 --> 00:44:49,270
+the results of the two solutions يعني نحسب ال E
+
+343
+00:44:49,270 --> 00:44:55,350
+باستخدام المعادلة اللي في الجدول معناته لازم أحسب
+
+344
+00:44:55,350 --> 00:45:04,950
+إيش لازم أحسب لأنه يعطينا هو ال ال RC يعطينا
+
+345
+00:45:04,950 --> 00:45:05,430
+ال RC
+
+346
+00:45:08,590 --> 00:45:15,130
+ومعطيني ال R معناته ال R I اشو الساوي؟
+
+347
+00:45:15,130 --> 00:45:21,490
+ال R I .. R C ماقص R capital يعني هتكون اتنين انش
+
+348
+00:45:21,490 --> 00:45:30,350
+و ال R O اشو الساوي؟
+
+349
+00:45:30,350 --> 00:45:34,890
+زاد R يعني هتكون اربع انش
+
+350
+00:45:37,650 --> 00:45:44,210
+طيب ال Rn معطيل العلاقة ال Rn بتساوي
+
+351
+00:45:44,210 --> 00:45:50,290
+R capital square على
+
+352
+00:45:50,290 --> 00:45:56,430
+اتنين في
+
+353
+00:45:56,430 --> 00:46:04,470
+Rc معانث الجزر التربيه Rc تربيه نقص التربيه
+
+354
+00:46:07,840 --> 00:46:18,620
+يعني هتكون واحد تربيع على اتنين في تلاتة minus جزر
+
+355
+00:46:18,620 --> 00:46:27,780
+تربيه لتلاتة تربيع ناقص واحد تربيع يعني هتكون ال
+
+356
+00:46:27,780 --> 00:46:43,700
+RN واحدعلى اتنين في تلاتة ناقص جزر تمانية 2.914
+
+357
+00:46:43,700 --> 00:46:53,200
+انش هذا ال R N معناته ال E ايه شو الساوي R
+
+358
+00:46:53,200 --> 00:46:56,700
+C ناقص R N
+
+359
+00:47:00,350 --> 00:47:06,110
+يعني هتكون تلاتة minus اتنين point تسعة واحد اربعة
+
+360
+00:47:06,110 --> 00:47:12,610
+يعني هتكون point o
+
+361
+00:47:12,610 --> 00:47:19,050
+تمانية خمسة
+
+362
+00:47:19,050 --> 00:47:26,970
+و لا ستة point o
+
+363
+00:47:26,970 --> 00:47:27,970
+تمانية ستة inch
+
+364
+00:47:31,030 --> 00:47:34,990
+هذا ال E هذا
+
+365
+00:47:34,990 --> 00:47:37,930
+باستخدام المعادلة الموجودة في الجدول باستخدام
+
+366
+00:47:37,930 --> 00:47:45,810
+المعادلة التقريبية ال E تقريبا
+
+367
+00:47:45,810 --> 00:47:57,330
+I على RC على ال area يعني ال I اللي هي باي
+
+368
+00:48:03,990 --> 00:48:13,070
+في باى بدي احكي في دى دى اربعة على اربعة ستين صح
+
+369
+00:48:13,070 --> 00:48:25,050
+على RC في ال area باى على اربعة دى تربيع يعني
+
+370
+00:48:25,050 --> 00:48:37,480
+هتكون ال Aby مع by بتروح بتصير ستاش ستاشر
+
+371
+00:48:37,480 --> 00:48:46,100
+دي تربيع او دي
+
+372
+00:48:46,100 --> 00:48:46,580
+تربيع
+
+373
+00:48:49,990 --> 00:48:59,150
+على ستاشر RC يعني هتكون دي عبارة عن اتنين R اتنين
+
+374
+00:48:59,150 --> 00:49:05,830
+في اتنين اربعة اربعة يعني هتكون R capital تربيع
+
+375
+00:49:05,830 --> 00:49:16,610
+على اربعة RC يعني هتكون اللي هي واحد تربيع على
+
+376
+00:49:16,610 --> 00:49:25,820
+اربعةفي تلاتة هكم تطلع point o تمانية تلاتة point
+
+377
+00:49:25,820 --> 00:49:35,760
+o تمانية تلاتة معناته ال percentage error هيكون
+
+378
+00:49:35,760 --> 00:49:44,640
+point o تمانية تلاتة minus point o تمانية ستة على
+
+379
+00:49:44,640 --> 00:50:03,700
+point o تمانية ستة في ميةأكم يطلع يعني
+
+380
+00:50:03,700 --> 00:50:09,340
+الفرق تلاتة و نص في المية تقريبا بين لو استخدمت
+
+381
+00:50:09,340 --> 00:50:15,140
+المعادلة الدقيقة او استخدمت المعادلة التقريبية
+
+382
+00:50:15,140 --> 00:50:18,260
+الفرق تلاتة point اربعة تمانية او تلاتة و نص في
+
+383
+00:50:18,260 --> 00:50:18,520
+المية
+
+384
+00:50:21,740 --> 00:50:23,000
+هكذا انتهينا من المحاضرة
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..b1c240445b2bc99379166d4f94d94ab3a062104e
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_postprocess.srt
@@ -0,0 +1,1484 @@
+1
+00:00:05,250 --> 00:00:08,150
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,150 --> 00:00:14,130
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرات
+
+3
+00:00:14,130 --> 00:00:17,050
+السابقة بدأنا ب chapter أربع .. chapter أربع اللي
+
+4
+00:00:17,050 --> 00:00:21,350
+هو deflection and stiffness المحاضرة الفاتحة كانت
+
+5
+00:00:21,350 --> 00:00:25,050
+عن ال columns with eccentric loading إذا كان عندى
+
+6
+00:00:25,050 --> 00:00:29,430
+عندى column pinned at both ends وعليه force P
+
+7
+00:00:30,540 --> 00:00:34,640
+offset من ال center بتاع ال column بيكون ال
+
+8
+00:00:34,640 --> 00:00:38,420
+deflection لل .. لل column خاضع للمعادلة التفاضلية
+
+9
+00:00:38,420 --> 00:00:42,180
+d square y by dx square زي p على ei في y بيستوى
+
+10
+00:00:42,180 --> 00:00:44,340
+minus pe على ei
+
+11
+00:00:47,200 --> 00:00:50,100
+بمعرفة ال boundary conditions ممكن نحل المعادلة
+
+12
+00:00:50,100 --> 00:00:53,180
+عند ال two boundary conditions Y بستوى صفر أت X
+
+13
+00:00:53,180 --> 00:00:58,000
+بستوى صفر و Y برضه بستوى صفر عند X بستوى L فبنحصل
+
+14
+00:00:58,000 --> 00:01:02,560
+على المعادلة اللي هي Y بستوى E في 10 L على 2 جزر
+
+15
+00:01:02,560 --> 00:01:08,880
+تربيع ل P على EI Sine جزر تربيع ل P على EI في X
+
+16
+00:01:08,880 --> 00:01:14,140
+زائد Cos جزر تربيع ل P على EI في X minus 1
+
+17
+00:01:18,190 --> 00:01:22,570
+قولنا ال X خارج الجزر ال X طبعا مش هو الجزر ال X
+
+18
+00:01:22,570 --> 00:01:28,390
+خارج الجزرفي المنتصف العمود بيكون ان ال deflection
+
+19
+00:01:28,390 --> 00:01:32,110
+is maximum يعني عند x سواء ال اتنين بيكون ال
+
+20
+00:01:32,110 --> 00:01:35,410
+deflection is maximum و ال delta اذا عوضت عن x
+
+21
+00:01:35,410 --> 00:01:38,830
+سواء ال على اتنين و بسط المعادلة بيصير معادلة دلتة
+
+22
+00:01:38,830 --> 00:01:43,390
+بيساوة E في C كانت جزر التربيعي ل P على EI في L
+
+23
+00:01:43,390 --> 00:01:48,450
+على اتنين معاقز واحد و ال maximum بتكون P في E
+
+24
+00:01:48,450 --> 00:01:52,890
+زائد Delta تطلع P E C كانت L على اتنين جزر
+
+25
+00:01:52,890 --> 00:01:54,730
+التربيعي ل P على EI
+
+26
+00:01:57,630 --> 00:02:01,690
+لأن نتيجة ال loading في عندي axle compression load
+
+27
+00:02:01,690 --> 00:02:06,050
+و في عندي bending moment بتولد normal stress
+
+28
+00:02:06,050 --> 00:02:09,790
+normal stress due to ال axle compression اللي هو P
+
+29
+00:02:09,790 --> 00:02:16,380
+على Aو normal stress due to bending M C على I ف ال
+
+30
+00:02:16,380 --> 00:02:20,240
+sigma C بتكون سواء P على A زاد M C على I بسواء P
+
+31
+00:02:20,240 --> 00:02:24,580
+على A زاد M C إذا بنعود على I A في K Square بصير M
+
+32
+00:02:24,580 --> 00:02:29,700
+C على A K Square الآن إذا بنعود قيمة M maximum من
+
+33
+00:02:29,700 --> 00:02:35,460
+المعادلة السابقة بصير ال compression stress
+
+34
+00:02:37,610 --> 00:02:42,250
+بالساوية P على A في واحد زاد E C على K square في
+
+35
+00:02:42,250 --> 00:02:47,250
+second L على نين K جزر التربيه ل P على E A
+
+36
+00:02:50,980 --> 00:02:54,800
+إذا حكيت أنه ال maximum yield strength هي ال
+
+37
+00:02:54,800 --> 00:02:58,540
+maximum value في sigma C بعود في المعادلة السابقة
+
+38
+00:02:58,540 --> 00:03:04,480
+عن sigma C ب sigma ب S Y C بحصل على المعادلة
+
+39
+00:03:04,480 --> 00:03:08,600
+المسمى اللي هي secant column formula P على A بساوي
+
+40
+00:03:08,600 --> 00:03:14,020
+S Y C على 1 زد E C على K square secant A على اتنين
+
+41
+00:03:14,020 --> 00:03:19,830
+K الجزية السابقة على P على A Eال P على A اللي هي
+
+42
+00:03:19,830 --> 00:03:27,110
+ال load per unit area ال E C على ال E C على K
+
+43
+00:03:27,110 --> 00:03:31,470
+Square هي بسميها ال eccentricity ratio يعني أنا
+
+44
+00:03:31,470 --> 00:03:38,830
+يديهش ال load بعيد عن مركز العمود إذا E بيستوى صفر
+
+45
+00:03:38,830 --> 00:03:43,910
+معناته ال load متمحور مع محور العمود
+
+46
+00:03:47,110 --> 00:03:55,270
+عندي هنا plot ل ال unit load اللي هو P على A as a
+
+47
+00:03:55,270 --> 00:04:01,690
+function of L على K و as a function of اللي هو ال
+
+48
+00:04:01,690 --> 00:04:07,650
+eccentricity ratio اللحظة كل ما ال eccentricity
+
+49
+00:04:07,650 --> 00:04:14,550
+ratio بتقلب بقترب من ال curve هذا طيب
+
+50
+00:04:18,150 --> 00:04:30,130
+خلينا نحل مثال اربعة تسعتاش اربعة
+
+51
+00:04:30,130 --> 00:04:35,110
+تسعتاش بيحكي choose a set of dimensions for a
+
+52
+00:04:35,110 --> 00:04:40,470
+rectangular link that is to carry a maximum
+
+53
+00:04:40,470 --> 00:04:45,370
+compressive load of five thousand pounds في عندي
+
+54
+00:04:45,370 --> 00:04:46,930
+link
+
+55
+00:04:57,720 --> 00:05:05,660
+المقطع بتاعها مستطيل هتشيل
+
+56
+00:05:05,660 --> 00:05:10,720
+load قيمته خمس سلاف pound، هعندي P
+
+57
+00:05:22,530 --> 00:05:36,630
+ال P بسوة خمس تلاف pound طبعا
+
+58
+00:05:36,630 --> 00:05:45,450
+هو it's اللي بده بعد المقطع هذه H هذه
+
+59
+00:05:45,450 --> 00:05:48,530
+B
+
+60
+00:05:53,920 --> 00:05:56,480
+the material selected has a minimum yield strength
+
+61
+00:05:56,480 --> 00:06:03,280
+ال yield strength للمaterial تلت
+
+62
+00:06:03,280 --> 00:06:13,760
+.. خمس سبعين kilo pound per square inch و modulus
+
+63
+00:06:13,760 --> 00:06:17,840
+of elasticity سوى
+
+64
+00:06:17,840 --> 00:06:26,040
+تلتين ميجا pound لكل square inchuse a design
+
+65
+00:06:26,040 --> 00:06:29,600
+factor of safety of four design factor of safety
+
+66
+00:06:29,600 --> 00:06:39,180
+and d بالساوية أربعة and
+
+67
+00:06:39,180 --> 00:06:43,900
+an in condition constant ال C يعني pinned C
+
+68
+00:06:43,900 --> 00:06:52,220
+بالساوية واحد for buckling in the weakest
+
+69
+00:06:52,220 --> 00:06:53,260
+direction
+
+70
+00:06:57,940 --> 00:07:05,460
+for a length of ال L بتساوي
+
+71
+00:07:05,460 --> 00:07:12,440
+خمس عشر انش أول مرة و التاني مرة تمانية انش و ال
+
+72
+00:07:12,440 --> 00:07:15,120
+minimum thickness بسمحلك اللي هو ال T minimum اللي
+
+73
+00:07:15,120 --> 00:07:25,740
+هو ال H هذا H minimum هتكون تساوي نص انش يعني لازم
+
+74
+00:07:25,740 --> 00:07:26,660
+تكون أكبر نص انش
+
+75
+00:07:30,360 --> 00:07:35,820
+طيب هذا ال compression member under load اللي هو
+
+76
+00:07:35,820 --> 00:07:41,240
+load محوري فاحنا
+
+77
+00:07:41,240 --> 00:07:55,940
+حكينا في حد ال load المحوري فيه عنا معادلتين اللي
+
+78
+00:07:55,940 --> 00:07:56,880
+أيام بستخدم
+
+79
+00:07:59,960 --> 00:08:07,660
+ال formula هي P critical على
+
+80
+00:08:07,660 --> 00:08:11,520
+A بالساوية
+
+81
+00:08:11,520 --> 00:08:27,400
+C by square E على L على K لكل تربيع إذا كانت L على
+
+82
+00:08:27,400 --> 00:08:27,700
+K
+
+83
+00:08:30,800 --> 00:08:40,900
+أكبر من L على K واحد أو بتسوى ال P critical على A
+
+84
+00:08:40,900 --> 00:08:44,540
+بتسوى
+
+85
+00:08:44,540 --> 00:08:51,380
+بتسوى
+
+86
+00:08:51,380 --> 00:08:58,580
+SY ناقص
+
+87
+00:09:01,910 --> 00:09:14,750
+SY على 2π في L على K لكل تربيع في
+
+88
+00:09:14,750 --> 00:09:26,370
+1 على CA إذا كانت L على K أقل
+
+89
+00:09:26,370 --> 00:09:28,990
+أو يساوي L على K
+
+90
+00:09:39,490 --> 00:09:45,770
+واحد هو معطيني ال load خمس تلاف هو بده design
+
+91
+00:09:45,770 --> 00:09:49,050
+factor of safety أربع مانعته ال P critical ايش
+
+92
+00:09:49,050 --> 00:09:57,730
+يساوي؟ خمس تلاف بالظبط ال P critical هتكون ND في
+
+93
+00:09:57,730 --> 00:10:07,440
+ال P اللي هي أربعفي خمس تلاف هتكون عشرين ألف pound
+
+94
+00:10:07,440 --> 00:10:15,300
+هاد
+
+95
+00:10:15,300 --> 00:10:20,160
+ال P critical طيب أنا عشان أعرف إن هتوا معادلة
+
+96
+00:10:20,160 --> 00:10:25,820
+أستخدم بدي أعرف وليش ال L على K و أنا طيب احنا
+
+97
+00:10:25,820 --> 00:10:32,080
+نعرف ال K أول شيالان احنا المقطع مستطيل B في H
+
+98
+00:10:32,080 --> 00:10:39,360
+هيصير buckling حوالين ال I الأصغر more critical
+
+99
+00:10:39,360 --> 00:10:47,600
+يعني انا لو كانت H ده افرض ان ال H أقل او يساوي B
+
+100
+00:10:47,600 --> 00:10:54,160
+و انا بتقول I شو يساوي واحد
+
+101
+00:10:54,160 --> 00:11:04,880
+على اتناشب اتش تكييب بالسواء ا في ك تربيه صح وظبط
+
+102
+00:11:04,880 --> 00:11:13,200
+يعني عندي واحد على اتناش ب اتش تكييب ال air ايش
+
+103
+00:11:13,200 --> 00:11:21,120
+السواء ب في اتش صح في ك انا هاروح ب مع ب و اتش
+
+104
+00:11:21,120 --> 00:11:23,960
+بتروح اتش معاها يعني بيصير ال ك
+
+105
+00:11:26,840 --> 00:11:33,140
+بالساوية K التربيعي عادي بالساوية جزر التربيعي او
+
+106
+00:11:33,140 --> 00:11:46,040
+بالساوية H بالظبط H على جزر ال 12 هذه
+
+107
+00:11:46,040 --> 00:11:54,520
+ال K لأن ال L على K واحد ال L على K واحد ايش
+
+108
+00:11:54,520 --> 00:11:54,980
+بالساوية
+
+109
+00:12:03,430 --> 00:12:12,170
+اتنين by تربيع CE
+
+110
+00:12:12,170 --> 00:12:16,330
+على
+
+111
+00:12:16,330 --> 00:12:22,190
+SY الكل
+
+112
+00:12:22,190 --> 00:12:26,330
+أص نص يعني
+
+113
+00:12:27,700 --> 00:12:34,880
+هيكون اتنين by تربيع في C واحد في ال E تلاتين في
+
+114
+00:12:34,880 --> 00:12:48,280
+عشر أقل ستة على SY خمس وسبعين في عشر أقل ثلاثة كل
+
+115
+00:12:48,280 --> 00:12:54,160
+أس نص هاطلع
+
+116
+00:12:54,160 --> 00:13:02,000
+ال L على K واحدتمانية تمانين و
+
+117
+00:13:02,000 --> 00:13:09,800
+انت ساعة و
+
+118
+00:13:09,800 --> 00:13:11,920
+أنا قلت له اعمل الجدول انا حيانا
+
+119
+00:13:25,810 --> 00:13:29,070
+انا بدى اوجد set of dimensions احسب عندي اول اشهر
+
+120
+00:13:29,070 --> 00:13:32,710
+عندى H H
+
+121
+00:13:32,710 --> 00:13:37,470
+لازم
+
+122
+00:13:37,470 --> 00:13:42,850
+يكون ال H أكبر من النص خلنا نبدأ من مثلا
+
+123
+00:13:42,850 --> 00:13:46,790
+ال
+
+124
+00:13:46,790 --> 00:13:52,150
+.. في عندى الأكبر من المص انش في تلت ارباع
+
+125
+00:13:54,800 --> 00:13:59,120
+أو خلّيني أحكي بدي أقسم على ستاشر النص انشة كم؟
+
+126
+00:13:59,120 --> 00:14:04,160
+تمانية على ستاشر ممكن أدرسها لأن سبعة على تمانية
+
+127
+00:14:04,160 --> 00:14:09,020
+سبعة على ستاشر أو خلّيني أقسم لأتمان لأتمان النص
+
+128
+00:14:09,020 --> 00:14:12,320
+أربعة على تمانية خلّيني أبدأ من خمسة على تمانية
+
+129
+00:14:12,320 --> 00:14:19,980
+صح؟ خمسة على تمانية هي أكم تطلع؟ حسبولي خمسة على
+
+130
+00:14:19,980 --> 00:14:23,620
+تمانية مثلا point 6
+
+131
+00:14:26,490 --> 00:14:35,870
+اتنين خمسة حتى ممكن ابدأ من نص كمان نص
+
+132
+00:14:35,870 --> 00:14:40,950
+ابدأ بعدين
+
+133
+00:14:40,950 --> 00:14:50,650
+عندي بحسب ال K ال
+
+134
+00:14:50,650 --> 00:15:01,200
+K هتكون اللي هينص ع جزيل اكتمار point
+
+135
+00:15:01,200 --> 00:15:10,280
+واحد اربع اربع تلاتة point واحد اربع اربع تلاتة دي
+
+136
+00:15:10,280 --> 00:15:15,920
+خلينا نحسب ال L على K اللي
+
+137
+00:15:15,920 --> 00:15:21,720
+هي خمستاشر point واحد اربع اربع تلاتة point واحد
+
+138
+00:15:21,720 --> 00:15:24,440
+اربع تلاتة point واحد اربع تلاتة
+
+139
+00:15:27,300 --> 00:15:34,740
+point nine five يعني مية و أربعة مية
+
+140
+00:15:34,740 --> 00:15:41,980
+و أربعة معناه ال formula اللي هستخدمها إيه؟
+
+141
+00:15:41,980 --> 00:15:53,180
+اللي على كده حكيناه تمنت هستخدم ال equation هتكون
+
+142
+00:15:53,180 --> 00:15:56,600
+إيه؟ ailer صح؟
+
+143
+00:16:08,300 --> 00:16:12,320
+طيب طب انا حاسس .. بعرف ال P critical ال P
+
+144
+00:16:12,320 --> 00:16:16,560
+critical الان
+
+145
+00:16:16,560 --> 00:16:25,840
+خلينا نستخدم أولا ال A لرفعه لعندي ال
+
+146
+00:16:25,840 --> 00:16:26,780
+P critical
+
+147
+00:16:32,000 --> 00:16:39,600
+على ال a عبارة عن ايش بي في اتش بالساوية
+
+148
+00:16:39,600 --> 00:16:53,860
+c y square a على L
+
+149
+00:16:53,860 --> 00:16:58,040
+على
+
+150
+00:16:58,040 --> 00:17:03,620
+K لكل تربيعمعناته هيكون عندى في الحالة هادى ال B
+
+151
+00:17:03,620 --> 00:17:07,240
+هيكون
+
+152
+00:17:07,240 --> 00:17:22,220
+الساوى P critical في L على K الكل تربية على
+
+153
+00:17:22,220 --> 00:17:26,480
+على
+
+154
+00:17:26,480 --> 00:17:29,680
+C باي square
+
+155
+00:17:34,910 --> 00:17:41,690
+E انا P critical عارفه و قال على K السر تعرفها و
+
+156
+00:17:41,690 --> 00:17:45,630
+ال C عارفها و ال E عارفها معناته بحسب ال B خلينا
+
+157
+00:17:45,630 --> 00:17:51,230
+نحسب أول واحدة في الحالة هذه نعم
+
+158
+00:17:51,230 --> 00:17:56,010
+انا
+
+159
+00:17:56,010 --> 00:17:59,690
+بتحسب P اه
+
+160
+00:17:59,690 --> 00:18:01,450
+في H تحت صحيح
+
+161
+00:18:06,380 --> 00:18:14,220
+يعني اللي عوضنا بيه critical اللي هي عشرين ألف في
+
+162
+00:18:14,220 --> 00:18:22,320
+L على K اللي هي مية وأربعة تربيع صح؟ على
+
+163
+00:18:22,320 --> 00:18:34,020
+C اللي هي واحد في Pi تربيع في E اللي هي تلاتين عشر
+
+164
+00:18:34,020 --> 00:18:34,900
+عقل ستة
+
+165
+00:18:37,290 --> 00:18:43,130
+فى H اللى هى نص بطلّه
+
+166
+00:18:43,130 --> 00:18:50,330
+P critical اكم
+
+167
+00:18:50,330 --> 00:18:59,810
+بى اكم بتطلع P بسوى واحد ستة
+
+168
+00:18:59,810 --> 00:19:08,510
+طين اربعة اربعة ستة ستة واحد يعني ال Pتكون ستة
+
+169
+00:19:08,510 --> 00:19:16,530
+واحد point أربع نعم واحد
+
+170
+00:19:16,530 --> 00:19:20,490
+point أربع ستة
+
+171
+00:19:20,490 --> 00:19:26,130
+واحد هذا
+
+172
+00:19:26,130 --> 00:19:38,680
+ال B و ال A هي عبارة عن B في Hهنا هتكون point سبعة
+
+173
+00:19:38,680 --> 00:19:52,760
+تلاتة سفر خمسة مظبوط طيب
+
+174
+00:19:52,760 --> 00:20:00,340
+خلينا ناخد مثلا اتش تاني مثلا
+
+175
+00:20:00,340 --> 00:20:10,720
+ناخد اتش اللي هيبونت سبعة خمسة في الحالة دي كي أشف
+
+176
+00:20:10,720 --> 00:20:11,120
+الساوية
+
+177
+00:20:24,430 --> 00:20:32,850
+point اتنين واحد ستة خمسة و L على K كم point اتنين
+
+178
+00:20:32,850 --> 00:20:41,610
+واحد ستة خمسة و L على K خمستاشر
+
+179
+00:20:41,610 --> 00:20:51,030
+على point اتنين واحد ستة خمسة سبعين سبعين معناته
+
+180
+00:20:52,390 --> 00:20:56,430
+هذه أقل معناه الفرميل اللي هتستخدمها إيه؟
+
+181
+00:20:56,430 --> 00:21:02,430
+Parabolic في
+
+182
+00:21:02,430 --> 00:21:07,590
+حالة ال Parabolic في
+
+183
+00:21:07,590 --> 00:21:17,270
+حالة
+
+184
+00:21:17,270 --> 00:21:21,410
+ال Parabolic ال P critical على
+
+185
+00:21:22,530 --> 00:21:33,030
+A اللي هي عبارة عن B في H بالساوية
+
+186
+00:21:33,030 --> 00:21:36,930
+S
+
+187
+00:21:36,930 --> 00:21:52,780
+Y minus S Y على 2 Pi في L على K لكل تربيةفي واحد
+
+188
+00:21:52,780 --> 00:22:06,700
+على CA معناته ال B هتكون تساوي P critical على
+
+189
+00:22:06,700 --> 00:22:12,840
+H في
+
+190
+00:22:12,840 --> 00:22:18,260
+Sy
+
+191
+00:22:20,480 --> 00:22:32,740
+minus SY على 2π L على K الكل تربيع في 1 على CE
+
+192
+00:22:32,740 --> 00:22:36,360
+مظبوط
+
+193
+00:22:36,360 --> 00:22:46,540
+و منها بحسب ال B يعني ال B و ال A خلينا
+
+194
+00:22:46,540 --> 00:22:47,960
+نعملها شكل Excel Sheet
+
+195
+00:22:56,120 --> 00:23:03,740
+خلينا أولا نعمل file save as
+
+196
+00:23:03,740 --> 00:23:11,840
+تسميها
+
+197
+00:23:11,840 --> 00:23:18,700
+example 419
+
+198
+00:23:18,700 --> 00:23:23,820
+طيب
+
+199
+00:23:28,890 --> 00:23:39,150
+أولش عندي إيش H لكي شاين أكتر مكانة نص بعدين عندي
+
+200
+00:23:39,150 --> 00:23:45,350
+K خمسة أظبطها دي
+
+201
+00:24:09,510 --> 00:24:23,170
+H هتكون محدودة عادة H انش و ال K برضه H انش
+
+202
+00:24:23,170 --> 00:24:29,730
+ال
+
+203
+00:24:29,730 --> 00:24:31,690
+K هتكون تساوي H
+
+204
+00:24:34,370 --> 00:24:45,570
+على ال square root ل ال 12 صح؟ او نسويها التالت
+
+205
+00:24:45,570 --> 00:24:57,370
+بتساوي square root ل ال H تربيع على
+
+206
+00:24:57,370 --> 00:25:02,490
+12 مظبوط؟
+
+207
+00:25:07,640 --> 00:25:12,340
+بعد الاتشاش هنحسب L
+
+208
+00:25:12,340 --> 00:25:17,300
+L
+
+209
+00:25:17,300 --> 00:25:23,160
+على K L
+
+210
+00:25:23,160 --> 00:25:30,400
+على K هتكون تساوي خلينا نحكي هنا ال
+
+211
+00:25:30,400 --> 00:25:34,480
+L بتساوي خمس و أستاشر
+
+212
+00:25:41,070 --> 00:26:05,150
+هتكون تساوي الخمستاش على K خليني أثبت هذه طيب
+
+213
+00:26:05,150 --> 00:26:06,490
+بعدين هحسب إيه؟
+
+214
+00:26:10,120 --> 00:26:15,500
+no equation يعني مباشرة انا بعدها بحسب ال B صح ال
+
+215
+00:26:15,500 --> 00:26:23,080
+B وحدتها inch معناته
+
+216
+00:26:23,080 --> 00:26:28,400
+هعمل F statement صح مظبوط في الأول معناته بدي أحسب
+
+217
+00:26:28,400 --> 00:26:34,560
+كمان إيش بدي
+
+218
+00:26:34,560 --> 00:26:35,680
+أحسب L على K
+
+219
+00:26:45,920 --> 00:26:51,400
+واحد ايش اللي بده الطبع المفروض L على K واحد تعتمد
+
+220
+00:26:51,400 --> 00:27:05,680
+على ال C و ال E و ال SY معناته انا بده ال C عند
+
+221
+00:27:05,680 --> 00:27:16,570
+ال C الحل هذا ايه ايش واحدوعندي ال E اللي هي
+
+222
+00:27:16,570 --> 00:27:27,450
+تلاتين تلاتين E ستة صح؟ هين Mega Pascal هين عندي
+
+223
+00:27:27,450 --> 00:27:37,250
+Inch Pound
+
+224
+00:27:37,250 --> 00:27:37,910
+SI
+
+225
+00:27:41,480 --> 00:27:49,620
+psi ماشي بعدين عند ال sy بتساوي
+
+226
+00:27:49,620 --> 00:27:59,100
+خمس سبعين ألف صح؟ psi معناه
+
+227
+00:27:59,100 --> 00:28:04,600
+تلقال على K واحد بتساوي square
+
+228
+00:28:04,600 --> 00:28:07,400
+root ل
+
+229
+00:28:10,200 --> 00:28:27,320
+square root لإتنين في باي تربيع في C في E على
+
+230
+00:28:27,320 --> 00:28:29,840
+Sy صح؟
+
+231
+00:28:42,130 --> 00:28:50,250
+طيب هانيجي نعمل F step بتاعتنا F اذا
+
+232
+00:28:50,250 --> 00:29:03,070
+كانت L على K اه بحط يساوي يساوي F هذه اكبر
+
+233
+00:29:03,070 --> 00:29:09,350
+هو ان اشارة الاكبر هي اكبر من
+
+234
+00:29:10,730 --> 00:29:18,450
+L على K واحد then هتكون
+
+235
+00:29:18,450 --> 00:29:22,730
+ال P ..
+
+236
+00:29:22,730 --> 00:29:28,970
+ال P بيساوي .. بدنا ال P critical صح؟
+
+237
+00:29:42,660 --> 00:29:51,700
+هن بده احط ايش ال P سواء خمس تلاف pound
+
+238
+00:29:51,700 --> 00:29:57,960
+و
+
+239
+00:29:57,960 --> 00:30:03,920
+design factor اندي
+
+240
+00:30:03,920 --> 00:30:09,820
+سواء ايش اربعة معناته عند ال P critical
+
+241
+00:30:14,340 --> 00:30:22,380
+هتساوي اللي هي ال P في ال ending pound
+
+242
+00:30:22,380 --> 00:30:30,320
+ها
+
+243
+00:30:30,320 --> 00:30:40,500
+دي هتكون تساوي نشوف if ال L على K كانت أكبر من L
+
+244
+00:30:40,500 --> 00:30:50,770
+على K واحدthen هتكون ال B تساوي اللي هي P critical
+
+245
+00:30:50,770 --> 00:31:00,450
+مظبوط في L على K تربيع في L في
+
+246
+00:31:00,450 --> 00:31:09,750
+L على K تربيع على C
+
+247
+00:31:12,740 --> 00:31:19,420
+على باى تربية
+
+248
+00:31:19,420 --> 00:31:33,680
+على .. على اى ماشي على اتش
+
+249
+00:31:33,680 --> 00:31:39,460
+صبر
+
+250
+00:31:39,460 --> 00:31:47,630
+شويةالان حسب بت احنا بدنا من هنا على صح؟ هذه هتكون
+
+251
+00:31:47,630 --> 00:31:53,290
+ثابتة فكر
+
+252
+00:31:53,290 --> 00:32:01,830
+فيها براحتك اه احنا
+
+253
+00:32:01,830 --> 00:32:05,810
+حكينا عند ال C و
+
+254
+00:32:05,810 --> 00:32:09,650
+A okay لسه مخلصناش
+
+255
+00:32:12,710 --> 00:32:19,970
+بعدين else .. else المعادلة else خلينا نعمل واحد
+
+256
+00:32:19,970 --> 00:32:23,750
+في الأول بعدين بعد المعادلة فهمت علي كيف؟ عشان
+
+257
+00:32:23,750 --> 00:32:26,670
+نسهر الحلقة و نتأكد و نصح في الأول جزء و الآخر اكن
+
+258
+00:32:26,670 --> 00:32:31,130
+طلعت بإيه؟ مظبوط
+
+259
+00:32:31,130 --> 00:32:39,550
+زي هيك؟ طيب معناه تخلي هنا .. طيب
+
+260
+00:32:41,820 --> 00:32:51,720
+else هاي ال else هتكون ال P بالثواب P critical P
+
+261
+00:32:51,720 --> 00:32:59,400
+critical اه بس في .. في بدية تصليح هذه ال P
+
+262
+00:32:59,400 --> 00:33:07,580
+critical هذه اظن
+
+263
+00:33:07,580 --> 00:33:10,940
+هنا طيب
+
+264
+00:33:13,640 --> 00:33:21,000
+ال else هتكون تستوى بي critical اللي هي هذه على
+
+265
+00:33:21,000 --> 00:33:27,880
+طول خليني أثبتها على اللي
+
+266
+00:33:27,880 --> 00:33:35,160
+مرة أعملكيها course عشان تنبسط على اللي
+
+267
+00:33:35,160 --> 00:33:37,000
+هي H
+
+268
+00:33:42,750 --> 00:33:52,690
+على اتش على
+
+269
+00:33:52,690 --> 00:33:58,450
+اتش احداش
+
+270
+00:33:58,450 --> 00:34:07,110
+طيب
+
+271
+00:34:07,110 --> 00:34:09,870
+دوش يعني على احداش
+
+272
+00:34:12,270 --> 00:34:19,410
+طيب في في
+
+273
+00:34:19,410 --> 00:34:23,210
+sy
+
+274
+00:34:23,210 --> 00:34:33,570
+اللي هي بي تلاتة بي
+
+275
+00:34:33,570 --> 00:34:39,710
+تلاتة في إيش؟
+
+276
+00:34:43,720 --> 00:34:51,680
+minus minus طيب
+
+277
+00:34:51,680 --> 00:34:55,160
+طيب
+
+278
+00:34:55,160 --> 00:35:00,220
+خلينا نعمل التالي أنا خلينا نسمي constants انتي
+
+279
+00:35:00,220 --> 00:35:08,100
+عليا هى خلينا نعمل insert insert بتسميها constant
+
+280
+00:35:08,100 --> 00:35:08,740
+واحد
+
+281
+00:35:13,170 --> 00:35:24,010
+واحد خينا نسمي C واحد وعندي C اتنين C
+
+282
+00:35:24,010 --> 00:35:32,670
+اتنين ال concept الأولاني ده
+
+283
+00:35:32,670 --> 00:35:38,950
+نحسب هي اللي عندي P critical P
+
+284
+00:35:38,950 --> 00:35:40,570
+critical بالثواب P critical
+
+285
+00:35:45,860 --> 00:35:50,640
+أنا لغيت المعادلة بيساوي P critical في L على K
+
+286
+00:35:50,640 --> 00:35:59,900
+بيساوي P critical في
+
+287
+00:35:59,900 --> 00:36:04,000
+P
+
+288
+00:36:04,000 --> 00:36:13,820
+critical في L
+
+289
+00:36:13,820 --> 00:36:14,320
+على K
+
+290
+00:36:19,400 --> 00:36:30,520
+L على K L
+
+291
+00:36:30,520 --> 00:36:36,060
+على K على C
+
+292
+00:36:36,060 --> 00:36:42,500
+اللي هي هذه تثبيتها
+
+293
+00:36:42,500 --> 00:36:48,220
+على بي
+
+294
+00:36:48,220 --> 00:36:48,820
+تربيع
+
+295
+00:36:59,020 --> 00:37:06,040
+على ايه؟ خانيا أثبتها على
+
+296
+00:37:06,040 --> 00:37:10,280
+H
+
+297
+00:37:10,280 --> 00:37:14,980
+ثواني
+
+298
+00:37:14,980 --> 00:37:17,820
+بس خلاص يعني، مظبوط؟
+
+299
+00:37:23,290 --> 00:37:30,610
+الـ L على K اللي هي إيش؟ L على K اللي هي C صح؟
+
+300
+00:37:30,610 --> 00:37:39,030
+جبهي هذا .. هذه .. هذه L على K L
+
+301
+00:37:39,030 --> 00:37:45,030
+على
+
+302
+00:37:45,030 --> 00:37:45,370
+K
+
+303
+00:37:52,270 --> 00:38:07,650
+اللي هو ال C حداش في اين؟ ال C حداش تربيع صح؟
+
+304
+00:38:07,650 --> 00:38:08,730
+هذا ال C واحد
+
+305
+00:38:20,300 --> 00:38:30,120
+طيب ب تمانية فى ال C 11 تربيع على ب واحد على
+
+306
+00:38:30,120 --> 00:38:43,360
+بايتربيع على ب اتنين على H نقول
+
+307
+00:38:43,360 --> 00:38:47,860
+ده كم بتطلع اه
+
+308
+00:38:47,860 --> 00:38:49,760
+اه ماشي ها دى
+
+309
+00:38:53,640 --> 00:38:59,900
+هذه C1 C2 اللي
+
+310
+00:38:59,900 --> 00:39:11,380
+هي المعادلة هذه P critical بتساوي P critical على
+
+311
+00:39:11,380 --> 00:39:15,740
+على
+
+312
+00:39:15,740 --> 00:39:16,120
+H
+
+313
+00:39:22,280 --> 00:39:29,260
+طيب بعدين على نفتح
+
+314
+00:39:29,260 --> 00:39:40,200
+قوس و أسكره المرة جوا هتكون أسواي
+
+315
+00:39:40,200 --> 00:39:44,220
+ناقص
+
+316
+00:39:50,160 --> 00:39:59,000
+طيب خلنا نحكي ال C2 بنحكي
+
+317
+00:39:59,000 --> 00:40:11,840
+ال C2 بتساوي SY على 2 Pi في L على K الكل تربيع في
+
+318
+00:40:11,840 --> 00:40:15,900
+1 على CA صح؟
+
+319
+00:40:20,200 --> 00:40:27,500
+ماشي هاي C2 هتساوي
+
+320
+00:40:27,500 --> 00:40:33,580
+Sy
+
+321
+00:40:33,580 --> 00:40:38,400
+في
+
+322
+00:40:38,400 --> 00:40:44,860
+ال
+
+323
+00:40:44,860 --> 00:40:45,040
+..
+
+324
+00:40:55,280 --> 00:40:59,120
+فئة ال ..
+
+325
+00:40:59,120 --> 00:41:06,640
+طيب
+
+326
+00:41:06,640 --> 00:41:10,180
+على
+
+327
+00:41:10,180 --> 00:41:18,160
+اتنين على باي على
+
+328
+00:41:18,160 --> 00:41:24,040
+ك .. صبوط؟
+
+329
+00:41:25,580 --> 00:41:40,840
+كله برا تربيع على C على
+
+330
+00:41:40,840 --> 00:41:53,600
+A طيب
+
+331
+00:42:01,780 --> 00:42:06,860
+C تلاتة C
+
+332
+00:42:06,860 --> 00:42:20,900
+تلاتة sub P critical على H في SY minus C2 مظبوط؟
+
+333
+00:42:20,900 --> 00:42:25,400
+هتكون
+
+334
+00:42:25,400 --> 00:42:38,460
+P criticalاللي هي IP critical على
+
+335
+00:42:38,460 --> 00:42:47,160
+على H على
+
+336
+00:42:47,160 --> 00:42:52,000
+نفتح course نفتح
+
+337
+00:42:52,000 --> 00:42:58,000
+course اللي هو SY نثبته
+
+338
+00:43:00,640 --> 00:43:08,800
+ناقص C2 A11
+
+339
+00:43:29,650 --> 00:43:38,110
+الان نيجي هنا هنا لل F خليني ألغيها كلها
+
+340
+00:43:38,110 --> 00:43:49,890
+بتساوي F L على K أكبر من
+
+341
+00:43:49,890 --> 00:43:54,530
+L على K واحد then
+
+342
+00:43:59,860 --> 00:44:09,980
+هناخد ال C واحد اللي هي D D 11 otherwise E F 11
+
+343
+00:44:09,980 --> 00:44:17,620
+خلصنا
+
+344
+00:44:17,620 --> 00:44:27,580
+هنحكي والله هتكون هذه زائد
+
+345
+00:44:31,410 --> 00:44:40,850
+واحد على تمان يعني واحد على تمان يعني خلنا
+
+346
+00:44:40,850 --> 00:44:51,070
+نسحب هذه اه
+
+347
+00:44:51,070 --> 00:44:55,770
+ماشي طيب
+
+348
+00:44:55,770 --> 00:44:58,390
+هذه
+
+349
+00:45:00,290 --> 00:45:08,550
+لأ هيك صح هد
+
+350
+00:45:08,550 --> 00:45:21,990
+حسبنا حساب مظبوط و هد حساب كله حساب صح؟ لازم
+
+351
+00:45:21,990 --> 00:45:23,130
+دخل أقيمة
+
+352
+00:45:32,890 --> 00:45:56,970
+ده واحد بس طيب
+
+353
+00:45:56,970 --> 00:46:05,020
+خلينا نعمل يدوي هي point 6بونت سبعة بونت تمانية
+
+354
+00:46:05,020 --> 00:46:13,660
+بونت تسعة عندي هنا ده
+
+355
+00:46:13,660 --> 00:46:23,400
+خلينا نحسب ال area ال a اللي هو inch square ال
+
+356
+00:46:23,400 --> 00:46:29,680
+area بتساوم بي بي
+
+357
+00:46:29,680 --> 00:46:30,440
+في H
+
+358
+00:46:37,250 --> 00:46:39,990
+طيب اللاحظة عند ال cross section اللي هي هنا عندنا
+
+359
+00:46:39,990 --> 00:46:46,090
+تبدأ point 7 point 5 point 4 point 3 خلينا نجرب
+
+360
+00:46:46,090 --> 00:46:51,050
+هنا واحد نجرب
+
+361
+00:46:51,050 --> 00:46:56,910
+اتنين
+
+362
+00:46:56,910 --> 00:47:04,370
+اه تفرضني الفرض اللي فرضناه انه مقعدش اقل من بيت
+
+363
+00:47:04,370 --> 00:47:12,240
+ببطلاه اه اه اه بدتكون H أقل من B اه بدك توازن
+
+364
+00:47:12,240 --> 00:47:21,920
+بحيث انه B أقل من H B أكبر من H عندهين أكبر يعني
+
+365
+00:47:21,920 --> 00:47:26,540
+هذه مش هتتحقق مظبوط يعني خلينا نقرأ ال increment
+
+366
+00:47:26,540 --> 00:47:32,140
+اللي هم بدهم انك تحقق ال B أكبر من ال H و بعدين
+
+367
+00:47:32,140 --> 00:47:35,900
+تختارالـ B و ال H اللي بتقولك minimum cross
+
+368
+00:47:35,900 --> 00:47:40,760
+sectional area ماشي
+
+369
+00:47:40,760 --> 00:47:46,660
+خلنا نعمل save في
+
+370
+00:47:46,660 --> 00:47:51,860
+اي سؤال؟ اكل
+
+371
+00:47:51,860 --> 00:47:52,220
+عافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..51b042c66f47b53ca735a1eeef22328fff23e839
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/p4miyKfZ9nE_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 2943, "start": 5.25, "end": 29.43, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد المحاضرات السابقة بدأنا ب chapter أربع .. chapter أربع اللي هو deflection and stiffness المحاضرة الفاتحة كانت عن ال columns with eccentric loading إذا كان عندى عندى column pinned at both ends وعليه force P", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 9673, 5016, 46958, 2288, 9307, 21136, 16758, 28671, 47525, 10721, 8315, 4724, 7187, 5551, 25513, 3615, 4386, 7187, 5551, 25513, 3615, 13672, 1829, 31439, 1060, 5450, 293, 37759, 9673, 5016, 46958, 25720, 27188, 9307, 5016, 3660, 25961, 2655, 18871, 2423, 13766, 365, 42629, 15114, 11933, 15730, 25961, 43242, 7578, 43242, 7578, 7738, 33802, 412, 1293, 5314, 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"probability": 0.98095703125}], "temperature": 1.0}, {"id": 40, "seek": 114536, "start": 1117.29, "end": 1145.37, "text": "فى H اللى هى نص بطلّه P critical اكم بى اكم بتطلع P بسوى واحد ستة طين اربعة اربعة ستة ستة واحد يعني ال P", "tokens": [5172, 7578, 389, 13672, 7578, 8032, 7578, 8717, 9381, 4724, 9566, 1211, 11703, 3224, 430, 4924, 1975, 24793, 4724, 7578, 1975, 24793, 39894, 9566, 1211, 3615, 430, 4724, 3794, 2407, 7578, 36764, 24401, 8608, 2655, 3660, 23032, 9957, 1975, 25513, 27884, 1975, 25513, 27884, 8608, 2655, 3660, 8608, 2655, 3660, 36764, 24401, 37495, 22653, 2423, 430], "avg_logprob": -0.3508772013480203, "compression_ratio": 1.376, "no_speech_prob": 2.384185791015625e-07, "words": [{"start": 1117.29, "end": 1117.59, "word": "فى", "probability": 0.5399169921875}, {"start": 1117.59, "end": 1117.87, "word": " H", "probability": 0.71923828125}, {"start": 1117.87, "end": 1118.13, "word": " اللى", "probability": 0.846435546875}, {"start": 1118.13, "end": 1118.77, "word": " هى", 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"probability": 0.85205078125}, {"start": 1139.81, "end": 1140.07, "word": " طين", "probability": 0.45147705078125}, {"start": 1140.07, "end": 1140.37, "word": " اربعة", "probability": 0.8566080729166666}, {"start": 1140.37, "end": 1140.89, "word": " اربعة", "probability": 0.8531901041666666}, {"start": 1140.89, "end": 1141.43, "word": " ستة", "probability": 0.8564453125}, {"start": 1141.43, "end": 1143.47, "word": " ستة", "probability": 0.80029296875}, {"start": 1143.47, "end": 1143.85, "word": " واحد", "probability": 0.95068359375}, {"start": 1143.85, "end": 1144.99, "word": " يعني", "probability": 0.784912109375}, {"start": 1144.99, "end": 1145.17, "word": " ال", "probability": 0.94384765625}, {"start": 1145.17, "end": 1145.37, "word": " P", "probability": 0.82861328125}], "temperature": 1.0}, {"id": 41, "seek": 117225, "start": 1147.95, "end": 1172.25, "text": "تكون ستة واحد point أربع نعم واحد point أربع ستة واحد هذا ال B و ال A هي عبارة عن B في H", "tokens": [2655, 30544, 8608, 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1733.29, "end": 1733.61, "word": " بحط", "probability": 0.8068033854166666}, {"start": 1733.61, "end": 1733.99, "word": " يساوي", "probability": 0.95556640625}, {"start": 1733.99, "end": 1735.67, "word": " يساوي", "probability": 0.9449462890625}, {"start": 1735.67, "end": 1736.11, "word": " F", "probability": 0.8701171875}, {"start": 1736.11, "end": 1738.87, "word": " هذه", "probability": 0.53564453125}, {"start": 1738.87, "end": 1743.07, "word": " اكبر", "probability": 0.8003743489583334}, {"start": 1743.07, "end": 1746.05, "word": " هو", "probability": 0.3466796875}, {"start": 1746.05, "end": 1746.17, "word": " ان", "probability": 0.63525390625}, {"start": 1746.17, "end": 1746.51, "word": " اشارة", "probability": 0.754150390625}, {"start": 1746.51, "end": 1746.93, "word": " الاكبر", "probability": 0.8128255208333334}, {"start": 1746.93, "end": 1747.09, "word": " هي", "probability": 0.77587890625}, {"start": 1747.09, "end": 1747.69, "word": " اكبر", "probability": 0.9503580729166666}, 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هتكون", "probability": 0.9295247395833334}, {"start": 1758.45, "end": 1758.63, "word": " ال", "probability": 0.9560546875}, {"start": 1758.63, "end": 1758.97, "word": " P", "probability": 0.412109375}, {"start": 1758.97, "end": 1762.73, "word": " ..", "probability": 0.25439453125}, {"start": 1762.73, "end": 1763.11, "word": " ال", "probability": 0.274169921875}, {"start": 1763.11, "end": 1763.83, "word": " P", "probability": 0.98291015625}, {"start": 1763.83, "end": 1764.45, "word": " بيساوي", "probability": 0.690380859375}, {"start": 1764.45, "end": 1766.07, "word": " ..", "probability": 0.454833984375}, {"start": 1766.07, "end": 1766.35, "word": " بدنا", "probability": 0.7232666015625}, {"start": 1766.35, "end": 1766.51, "word": " ال", "probability": 0.94580078125}, {"start": 1766.51, "end": 1766.65, "word": " P", "probability": 0.99267578125}, {"start": 1766.65, "end": 1767.11, "word": " critical", "probability": 0.9345703125}, {"start": 1767.11, "end": 1768.97, "word": " صح؟", 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هيك صح هد حسبنا حساب مظبوط و هد حساب كله حساب صح؟ لازم دخل أقيمة", "tokens": [1211, 10721, 39896, 4117, 20328, 5016, 8032, 3215, 11331, 35457, 8315, 11331, 3794, 16758, 3714, 19913, 3555, 2407, 9566, 4032, 8032, 3215, 11331, 3794, 16758, 28242, 3224, 11331, 3794, 16758, 20328, 5016, 22807, 5296, 31377, 2304, 11778, 9778, 1211, 5551, 4587, 32640, 3660], "avg_logprob": -0.2510653368451379, "compression_ratio": 1.3370786516853932, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 2700.29, "end": 2700.61, "word": "لأ", "probability": 0.9638671875}, {"start": 2700.61, "end": 2700.83, "word": " هيك", "probability": 0.749267578125}, {"start": 2700.83, "end": 2701.21, "word": " صح", "probability": 0.766845703125}, {"start": 2701.21, "end": 2708.55, "word": " هد", "probability": 0.25201416015625}, {"start": 2708.55, "end": 2709.07, "word": " حسبنا", "probability": 0.83154296875}, {"start": 2709.07, "end": 2709.55, "word": " حساب", "probability": 0.8419596354166666}, {"start": 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{"start": 2842.08, "end": 2842.22, "word": " مش", "probability": 0.98681640625}, {"start": 2842.22, "end": 2842.9, "word": " هتتحقق", "probability": 0.9813639322916666}, {"start": 2842.9, "end": 2844.04, "word": " مظبوط", "probability": 0.9103515625}, {"start": 2844.04, "end": 2845.16, "word": " يعني", "probability": 0.935791015625}, {"start": 2845.16, "end": 2845.48, "word": " خلينا", "probability": 0.7260335286458334}, {"start": 2845.48, "end": 2845.92, "word": " نقرأ", "probability": 0.7581787109375}, {"start": 2845.92, "end": 2846.04, "word": " ال", "probability": 0.93896484375}, {"start": 2846.04, "end": 2846.54, "word": " increment", "probability": 0.861328125}, {"start": 2846.54, "end": 2847.42, "word": " اللي", "probability": 0.985595703125}, {"start": 2847.42, "end": 2847.64, "word": " هم", "probability": 0.876220703125}, {"start": 2847.64, "end": 2848.26, "word": " بدهم", "probability": 0.5194091796875}, {"start": 2848.26, "end": 2848.4, "word": " انك", "probability": 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سؤال؟ اكل عافية", "tokens": [6027, 39184, 363, 4032, 2423, 389, 13672, 1829, 39894, 39648, 4117, 7285, 3278, 3541, 304, 1859, 3714, 33599, 1829, 16490, 1211, 8315, 8717, 25957, 1211, 3155, 8978, 1975, 1829, 8608, 33604, 6027, 22807, 1975, 28820, 6225, 31845, 10632], "avg_logprob": -0.4098557738157419, "compression_ratio": 1.1382113821138211, "no_speech_prob": 0.0, "words": [{"start": 2854.02, "end": 2854.32, "word": "الـ", "probability": 0.737060546875}, {"start": 2854.32, "end": 2854.44, "word": " B", "probability": 0.42529296875}, {"start": 2854.44, "end": 2854.56, "word": " و", "probability": 0.6689453125}, {"start": 2854.56, "end": 2854.64, "word": " ال", "probability": 0.57080078125}, {"start": 2854.64, "end": 2854.82, "word": " H", "probability": 0.6494140625}, {"start": 2854.82, "end": 2854.94, "word": " اللي", "probability": 0.705810546875}, {"start": 2854.94, "end": 2855.36, "word": " بتقولك", "probability": 0.8347981770833334}, {"start": 2855.36, "end": 2855.6, "word": " minimum", "probability": 0.501953125}, {"start": 2855.6, "end": 2855.9, "word": " cross", "probability": 0.433837890625}, {"start": 2855.9, "end": 2856.36, "word": " sectional", "probability": 0.62451171875}, {"start": 2856.36, "end": 2856.68, "word": " area", "probability": 0.8408203125}, {"start": 2856.68, "end": 2860.76, "word": " ماشي", "probability": 0.7071940104166666}, {"start": 2860.76, "end": 2862.08, "word": " خلنا", "probability": 0.5384114583333334}, {"start": 2862.08, "end": 2862.3, "word": " نعمل", "probability": 0.9871419270833334}, {"start": 2862.3, "end": 2862.8, "word": " save", "probability": 0.74853515625}, {"start": 2862.8, "end": 2866.66, "word": " في", "probability": 0.5439453125}, {"start": 2866.66, "end": 2866.78, "word": " اي", "probability": 0.71875}, {"start": 2866.78, "end": 2868.72, "word": " سؤال؟", "probability": 0.83355712890625}, {"start": 2868.72, "end": 2871.86, "word": " اكل", "probability": 0.2974853515625}, {"start": 2871.86, "end": 2872.22, "word": " عافية", "probability": 0.7755533854166666}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2872.796, "duration_after_vad": 2503.944999999989}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/v1ndBT8lrcM_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/v1ndBT8lrcM_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..b91da77c02739c770cf49265aa3cd4b9022f06c2
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/v1ndBT8lrcM_postprocess.srt
@@ -0,0 +1,1316 @@
+1
+00:00:05,160 --> 00:00:07,740
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:07,740 --> 00:00:12,480
+وبركاته هنكمل في مادة تصميم الألات واحد احنا في ال
+
+3
+00:00:12,480 --> 00:00:16,440
+design for dynamic or fatigue loading المحاضرة
+
+4
+00:00:16,440 --> 00:00:20,560
+الفاتحة كانت عن stress concentration هنكمل كيف
+
+5
+00:00:20,560 --> 00:00:23,120
+نعمل application لل fatigue stress concentration
+
+6
+00:00:23,120 --> 00:00:27,760
+factor يعني في مصممين بيرفع النمر ال stress عندي
+
+7
+00:00:27,760 --> 00:00:31,360
+location انا بدرسه بدرس عن location معين بحسب
+
+8
+00:00:31,360 --> 00:00:36,190
+النمر ال stress و I applyإنه بأرفع ال stress level
+
+9
+00:00:36,190 --> 00:00:41,370
+من خلال multiplication بال KF أو بقل strength عند
+
+10
+00:00:41,370 --> 00:00:46,750
+هذا ال location من خلال القسم على ال KF في الآخر
+
+11
+00:00:46,750 --> 00:00:50,010
+يعني نفس تنتين طبعا في حالة infant life بيؤدوا
+
+12
+00:00:50,010 --> 00:00:56,930
+لنفس النتيجة يعني عندي NF هين بالساوية SE على KF
+
+13
+00:00:56,930 --> 00:01:02,350
+في Sigma أنا هنا رفعت ال stress level صح؟يعني هو
+
+14
+00:01:02,350 --> 00:01:05,830
+كان .. كان .. كان أحكي SE في واحدة على KF على
+
+15
+00:01:05,830 --> 00:01:12,050
+Sigma أو قللت ال strength يعني رفعت ال stress من
+
+16
+00:01:12,050 --> 00:01:16,330
+خلال multiplication أو قللت ال strength من خلال
+
+17
+00:01:16,330 --> 00:01:20,150
+إيش القسمة الحالتين بقصوا لنفس النتيجة في حالة
+
+18
+00:01:20,150 --> 00:01:25,510
+infinite life خانشوف example الشكل البرجيني
+
+19
+00:01:28,490 --> 00:01:33,250
+الشكل يظهر شفت محرك مدينة مدينة مدينة مدينة مدينة
+
+20
+00:01:33,250 --> 00:01:36,970
+مدينة مدينة مدينة مدينة مدينة مدينة مدينة مدينة
+
+21
+00:01:36,970 --> 00:01:51,750
+مدينة مدينة مدينة مدينة مدينة مدينة مدينة مدينة
+
+22
+00:01:54,110 --> 00:01:57,290
+All fillets are three millimeters in radius يعني
+
+23
+00:01:57,290 --> 00:01:59,950
+وان في تغير في ال cross section في fillet قيمتها
+
+24
+00:01:59,950 --> 00:02:06,050
+تلاتة مليمتر يعني اول شي عشان احلي مثل زي هيك بدي
+
+25
+00:02:06,050 --> 00:02:10,670
+اعمل force analysis بعد
+
+26
+00:02:10,670 --> 00:02:12,630
+ما ال force analysis بدي اعمل shear moment diagram
+
+27
+00:02:14,090 --> 00:02:17,310
+بوجد ال critical location ال critical location
+
+28
+00:02:17,310 --> 00:02:22,070
+بيكون عنده ال bending moment maximum في الحالة هذه
+
+29
+00:02:22,070 --> 00:02:27,570
+او في عندى بتكون stress concentration عالية او
+
+30
+00:02:27,570 --> 00:02:35,510
+التانية bending moment مع stress concentration انا
+
+31
+00:02:35,510 --> 00:02:41,250
+عندى هنا ال load 6.8 لو بدهش اعمل
+
+32
+00:02:43,910 --> 00:02:50,230
+bending moment diagram عند
+
+33
+00:02:50,230 --> 00:03:08,830
+a في رد فعل ر واحد عند a عند d بي سي وفي load
+
+34
+00:03:15,410 --> 00:03:24,570
+طب في الأول اذا مافيش رد الفعل عند A و D R2
+
+35
+00:03:24,570 --> 00:03:29,030
+يعني
+
+36
+00:03:29,030 --> 00:03:38,290
+لو أخدت هتكون عند R2 شو الساوي؟
+
+37
+00:03:38,290 --> 00:03:46,190
+هتكون 6.8 في 250 على الطول كله صح؟يعني انا هاخد
+
+38
+00:03:46,190 --> 00:03:50,490
+moment حوال
+
+39
+00:03:50,490 --> 00:04:01,610
+ايه؟ moment حوال ايه؟ هتكون ستة point تمانية في
+
+40
+00:04:01,610 --> 00:04:07,430
+اتين و خمسين على اندي اتين و خمسين
+
+41
+00:04:10,050 --> 00:04:15,290
+عندي هى المية ومتين تلت مية خمسون وخمسين مظبوط كله
+
+42
+00:04:15,290 --> 00:04:20,230
+هى ميتين وخمسين وعندي هى مية زاد خمس سبعين مية
+
+43
+00:04:20,230 --> 00:04:25,530
+وخمس سبعين ومية وخمس وعشرين تلت مية ومتين وخمسين
+
+44
+00:04:25,530 --> 00:04:32,270
+خمسون وخمسين صح؟
+
+45
+00:04:45,690 --> 00:04:53,190
+هذه المسافة كم هذي 550 و هذي هتكون 250 زي 575 325
+
+46
+00:04:53,190 --> 00:05:06,390
+أكتر؟
+
+47
+00:05:06,390 --> 00:05:11,450
+معناته
+
+48
+00:05:11,450 --> 00:05:18,860
+R1هتكون ستة point تمانية minus اربعة point زير
+
+49
+00:05:18,860 --> 00:05:24,960
+اتنين يعني هتكون
+
+50
+00:05:24,960 --> 00:05:29,820
+بظبط
+
+51
+00:05:29,820 --> 00:05:35,040
+اتنين
+
+52
+00:05:35,040 --> 00:05:41,600
+point سبعة
+
+53
+00:05:41,600 --> 00:05:59,110
+تمانيةلان هارسم ال ال
+
+54
+00:05:59,110 --> 00:06:04,050
+shear diagram هكون عندي R واحد اللي هو
+
+55
+00:06:22,450 --> 00:06:32,030
+هذه اتنين volt سبعة تمانية هذه minus اربعة
+
+56
+00:06:32,030 --> 00:06:35,710
+مظبوط
+
+57
+00:06:35,710 --> 00:06:38,030
+و ال moment
+
+58
+00:06:46,200 --> 00:06:50,200
+هتكون هدت نير بون سبعة تمانية في تلاتمية و خمسة و
+
+59
+00:06:50,200 --> 00:07:03,340
+عشر يوم صح هتكون زيك بشكل moment هكم
+
+60
+00:07:03,340 --> 00:07:07,960
+هد كمتها تسعمية
+
+61
+00:07:07,960 --> 00:07:13,320
+و تلاتة نيوتن
+
+62
+00:07:13,320 --> 00:07:14,640
+متر
+
+63
+00:07:19,730 --> 00:07:24,010
+اللي هبنا نحاول نحدد ال locations كريتيكال وين في
+
+64
+00:07:24,010 --> 00:07:31,230
+مناطق فيها stress concentration عند B وعند C القطر
+
+65
+00:07:31,230 --> 00:07:36,590
+صغير صح و ال moment عالية وفيه stress
+
+66
+00:07:36,590 --> 00:07:40,010
+concentration يعني صح ال moment maximum بس القطر
+
+67
+00:07:40,010 --> 00:07:44,990
+كبير وفيش stress concentration لأن القطر عند B
+
+68
+00:07:44,990 --> 00:07:51,130
+اتنين و تلاتين عند Cخمس و ثلاثين معناته متوقع ان B
+
+69
+00:07:51,130 --> 00:08:07,350
+تكون more critical اكتر من C يعني عند B عندي
+
+70
+00:08:07,350 --> 00:08:15,170
+هذه B هذه C هذه A هذه D
+
+71
+00:08:17,390 --> 00:08:22,450
+هذه المسافة أكم؟
+
+72
+00:08:22,450 --> 00:08:29,910
+متين و خمسين وهذه المسافة تلت
+
+73
+00:08:29,910 --> 00:08:38,470
+مية و خمس و عشرين وهذه
+
+74
+00:08:38,470 --> 00:08:44,230
+المسافة أكم؟ مية و خمس و عشرين
+
+75
+00:08:50,620 --> 00:08:56,420
+و هدا هتكون مائتين و خمس و عشرين صح؟ معناته ال
+
+76
+00:08:56,420 --> 00:09:01,340
+bending moment هنا ال M عند B ايش
+
+77
+00:09:01,340 --> 00:09:06,280
+هتساوي؟
+
+78
+00:09:06,280 --> 00:09:14,720
+متشابه مثلثات يعني هدا على هدا سواء مائتين و خمسين
+
+79
+00:09:14,720 --> 00:09:18,320
+على تلت مائة و خمس و عشرين يعني هتكون مائتين و
+
+80
+00:09:18,320 --> 00:09:20,040
+خمسين على تلت مائة و خمس و عشرين
+
+81
+00:09:25,020 --> 00:09:34,660
+في اللي هي تسعمية تلتة point خمسة ها
+
+82
+00:09:34,660 --> 00:09:47,220
+كم تطلع ستمية خمسة وتسعين النيوتن متر وال MC هتكون
+
+83
+00:09:47,220 --> 00:09:51,740
+متين
+
+84
+00:09:51,740 --> 00:09:54,400
+ومية وخمسة وعشرين
+
+85
+00:09:57,910 --> 00:10:13,850
+على 225 903.5 أكتر بتطلع؟ 502 يعني
+
+86
+00:10:13,850 --> 00:10:29,150
+عندي MB MB أول شي أكبر من ال MC و ال DBأصغر من DC
+
+87
+00:10:29,150 --> 00:10:32,230
+صح؟
+
+88
+00:10:32,230 --> 00:10:41,450
+ومعناه بيه is a critical location
+
+89
+00:10:41,450 --> 00:10:45,530
+وانا نفسي كل الشغل عند إياش عن نقطة بيه
+
+90
+00:10:52,660 --> 00:10:55,880
+هيكون ال nominal stress sigma ده سميه ال nominal
+
+91
+00:10:55,880 --> 00:11:09,360
+ده o sigma o هتكون M في C على I يعني هتكون 32
+
+92
+00:11:09,360 --> 00:11:23,980
+M على Pi D تكيب صح؟ يعني هتكون تساويتنين و تلاتين
+
+93
+00:11:23,980 --> 00:11:31,920
+الام عند بي اللي هي ستمية و خمس و تسعين على باي
+
+94
+00:11:31,920 --> 00:11:44,140
+الدي عند بي أكمل تنين و تلاتين تكييب
+
+95
+00:11:44,140 --> 00:11:51,520
+قصد أنها ده هنضبها في عشر أو تلاتة لإن عندي
+
+96
+00:11:55,250 --> 00:12:01,170
+لو ضربت هذه في عشر أقصد ناقص تسعة وهذه
+
+97
+00:12:01,170 --> 00:12:06,530
+عشر أقصد ناقص ستة تصير عشر أقصد تلاتة مظهور؟ تطلع
+
+98
+00:12:06,530 --> 00:12:11,350
+ال sigma هو أكم؟
+
+99
+00:12:11,350 --> 00:12:15,870
+تين و ستاش ميجا
+
+100
+00:12:15,870 --> 00:12:23,290
+باسكال لأن عند B فيه stress concentration صح؟
+
+101
+00:12:32,720 --> 00:12:47,920
+والكفة شو تساوي؟ واحد زائد Q في KT ناقص واحد ال
+
+102
+00:12:47,920 --> 00:12:50,180
+KT هنجيها من الجداول
+
+103
+00:12:56,000 --> 00:13:03,060
+عندي طبعا عندي
+
+104
+00:13:03,060 --> 00:13:05,700
+اللي هو ال .. ال .. ال filet انا محكيه تلاتة من
+
+105
+00:13:05,700 --> 00:13:13,280
+اللي صح R على D اللي هي تلاتة على اتنين و تلاتين
+
+106
+00:13:13,280 --> 00:13:23,400
+صح و ال D capital على D اللي هي تمانية و تلاتين
+
+107
+00:13:29,320 --> 00:13:36,660
+على اتنين و تلاتين و
+
+108
+00:13:36,660 --> 00:13:40,340
+ال
+
+109
+00:13:40,340 --> 00:13:45,280
+واحد
+
+110
+00:13:45,280 --> 00:13:51,740
+point واحد الان
+
+111
+00:13:51,740 --> 00:13:55,440
+هنقعد على pendex في الكتاب
+
+112
+00:14:18,020 --> 00:14:42,200
+عش .. اه خمستاش هنروح
+
+113
+00:14:42,200 --> 00:14:46,940
+على A خمستاش خمستاش ال R على D
+
+114
+00:14:53,530 --> 00:14:59,190
+يعني شحنا هنا ال R على D اللي هي كام point صفر
+
+115
+00:14:59,190 --> 00:15:05,510
+تسعة أربعة يعني تقريحنا هنا وال D على D هي واحد
+
+116
+00:15:05,510 --> 00:15:10,430
+point واحد تمانية تمانية هذا
+
+117
+00:15:10,430 --> 00:15:17,290
+تلاتة واحد و نص يعني بين التاني والتالت صح؟ بين
+
+118
+00:15:17,290 --> 00:15:21,730
+التاني والتالت
+
+119
+00:15:21,730 --> 00:15:25,750
+يعني عندي هنالاحظ واحد point ست و واحد point ست
+
+120
+00:15:25,750 --> 00:15:30,750
+خمس تقريبا لان بينهم السبعة من عشرة و جالي في
+
+121
+00:15:30,750 --> 00:15:36,190
+المصدر قريبا واحد point ست خمسة ال KT قلت اكتر
+
+122
+00:15:36,190 --> 00:15:40,590
+شوية ال
+
+123
+00:15:40,590 --> 00:15:45,710
+KT واحد
+
+124
+00:15:45,710 --> 00:15:51,910
+point ست خمسة appendix خمستاش تسعة
+
+125
+00:15:58,060 --> 00:16:07,380
+وضل عندي Q Q
+
+126
+00:16:07,380 --> 00:16:18,980
+عندي
+
+127
+00:16:18,980 --> 00:16:25,180
+الفيلت تلاتة من ليه احنا على الخط هذا صح؟ وعندي
+
+128
+00:16:27,100 --> 00:16:31,580
+الـ tensile strength less than geo صح؟ المادة إيش
+
+129
+00:16:31,580 --> 00:16:36,100
+ماعطينا إيها؟
+
+130
+00:16:36,100 --> 00:16:41,760
+طيب
+
+131
+00:16:41,760 --> 00:16:50,560
+لأكيد كاتب أظن عشر .. عشرة و خمسين؟ اه لل material
+
+132
+00:16:58,130 --> 00:17:06,750
+عشرة خمسين call the drone steal برنامج حد كونان دي
+
+133
+00:17:06,750 --> 00:17:08,970
+نروح على تابل A20
+
+134
+00:17:42,450 --> 00:17:49,730
+cold rain steel ال ultimate خمسمية و خمسين ماجا
+
+135
+00:17:49,730 --> 00:18:02,210
+باسكال و ال yield اربعة و ستين ال SUT كام cold
+
+136
+00:18:02,210 --> 00:18:06,190
+drone هاي الف و خمسين اه الف و خمسين
+
+137
+00:18:10,380 --> 00:18:18,060
+ست مية وتسعين وخمس مية و تمانين ال SUT ست
+
+138
+00:18:18,060 --> 00:18:27,440
+مية وتسعين ماجا باسكال وال
+
+139
+00:18:27,440 --> 00:18:32,360
+SY خمس
+
+140
+00:18:32,360 --> 00:18:33,060
+مية و تمانين
+
+141
+00:18:53,790 --> 00:18:58,850
+طيب الان تقريبا 690 يعني حوالي سبن عشرة تقريبا
+
+142
+00:18:58,850 --> 00:19:08,390
+يعني احنا جايين على الخط هذا و تلاتة ملي ال Q جاي
+
+143
+00:19:08,390 --> 00:19:16,440
+بين عندنا هاي تسعة من عشرة تسعة و عشرة في المصبون
+
+144
+00:19:16,440 --> 00:19:27,720
+تمانية ستة صح يعني بون تمانية ستة تقريبا ال Q
+
+145
+00:19:27,720 --> 00:19:34,760
+بالساوية
+
+146
+00:19:34,760 --> 00:19:42,680
+بون تمانية ستة اللي هو figure ستة
+
+147
+00:19:42,680 --> 00:19:43,380
+ستة عشرين
+
+148
+00:19:47,140 --> 00:19:56,380
+يعني ال KF هتكون تستاوي واحد زاد Q بون تمانية ستة
+
+149
+00:19:56,380 --> 00:19:59,800
+في
+
+150
+00:19:59,800 --> 00:20:06,960
+KT اللي هي واحد بون ستة خمسة ناقص واحد
+
+151
+00:20:15,760 --> 00:20:22,860
+واحد point خمسة خمسة هذا ال kf معناته ال sigma
+
+152
+00:20:22,860 --> 00:20:29,240
+هتكون تساوي واحد point خمسة خمسة في ال sigma اول
+
+153
+00:20:29,240 --> 00:20:30,580
+هي متين و ستاشر
+
+154
+00:20:45,910 --> 00:21:01,930
+ميجا بس كده ال
+
+155
+00:21:01,930 --> 00:21:06,190
+.. لأن احنا عارفين ال sut بس احنا نشتغل بدور هذا
+
+156
+00:21:06,190 --> 00:21:10,310
+ال shaft مع نتفاتيك loading بدنا نحسب ال SE prime
+
+157
+00:21:10,310 --> 00:21:21,720
+ال SE prime شو يستوي؟ مصرال SUT هتكون نص في ستمية
+
+158
+00:21:21,720 --> 00:21:27,660
+وتسعين يعني تلاتة
+
+159
+00:21:27,660 --> 00:21:33,500
+خمسة واربعين لأن
+
+160
+00:21:33,500 --> 00:21:37,620
+انا أعمل لعياش modifications صح؟
+
+161
+00:21:40,030 --> 00:22:01,570
+الـ SE سواء KA, KB, KC, KD, KE, SE' ال K A هو
+
+162
+00:22:01,570 --> 00:22:06,050
+machined
+
+163
+00:22:06,050 --> 00:22:07,070
+أكوين طبعا
+
+164
+00:22:18,590 --> 00:22:25,270
+الـ K A بالساوية
+
+165
+00:22:25,270 --> 00:22:35,230
+A S U T بص بي ال A هتكون من ال table ستة اتنين
+
+166
+00:22:35,230 --> 00:22:44,170
+اللي هي هتكون تلاتة point او اربعة وال
+
+167
+00:22:44,170 --> 00:22:52,870
+B minus point اتنينوحد سبعة معناته
+
+168
+00:22:52,870 --> 00:22:58,230
+ال K هيكون ساوية تلاتة point او اربعة في ستمية
+
+169
+00:22:58,230 --> 00:23:06,490
+وتسعين minus point اتنين واحد سبعة point سبعة
+
+170
+00:23:06,490 --> 00:23:12,010
+تلاتة ستة ال size factor
+
+171
+00:23:16,760 --> 00:23:28,100
+احنا بال millimeter هتكون ال KB بالساوية واحد
+
+172
+00:23:28,100 --> 00:23:35,760
+point اتنين four في دي اقصد minus مية و سبعة
+
+173
+00:23:35,760 --> 00:23:40,280
+بيساوي
+
+174
+00:23:40,280 --> 00:23:45,060
+واحد point اتنين four اللي دي عندي اكم؟ اتنين و
+
+175
+00:23:45,060 --> 00:23:45,980
+تلاتين صح؟
+
+176
+00:23:48,480 --> 00:24:01,800
+minus point واحد مية و سبعة point
+
+177
+00:24:01,800 --> 00:24:09,880
+تمانية خمسة و ستة ال Kc اللي هي load factor هتكون
+
+178
+00:24:09,880 --> 00:24:15,780
+دلسة واحد temperature راح يكررون temperature كد بس
+
+179
+00:24:15,780 --> 00:24:16,360
+واحد
+
+180
+00:24:19,230 --> 00:24:22,130
+و مش بيعطييني المعلومات عن الability يعني هتابر ال
+
+181
+00:24:22,130 --> 00:24:28,970
+K.E. الصوحي المعنى اللي هتحصير عندي ال S.E. هتكون
+
+182
+00:24:28,970 --> 00:24:41,370
+K.E. اللي هي point 7 3 6 في point 8 5 6 في 345
+
+183
+00:24:50,960 --> 00:25:02,060
+متين و ستاش لو
+
+184
+00:25:02,060 --> 00:25:09,360
+ادى احصل ال factor of safety لان F هيكون SE على
+
+185
+00:25:09,360 --> 00:25:19,100
+سيجما صح ال SE عندى متين و ستاش point اتنين على
+
+186
+00:25:19,100 --> 00:25:20,620
+سيجما
+
+187
+00:25:23,880 --> 00:25:29,260
+واضح أقل من واحد صح؟معناته
+
+188
+00:25:29,260 --> 00:25:35,040
+مش هيكون infinite life هيكون finite life معناته
+
+189
+00:25:35,040 --> 00:25:43,060
+finite
+
+190
+00:25:43,060 --> 00:25:47,600
+life معناته بحتاج أحسب ال S
+
+191
+00:25:50,940 --> 00:26:00,140
+احنا عندنا ال sf بساوة
+
+192
+00:26:00,140 --> 00:26:10,820
+a n بص b معناته هذا ال load هذا ال stress هعمل
+
+193
+00:26:10,820 --> 00:26:12,880
+failure اللي هو هيكون ال sf صح؟
+
+194
+00:26:21,590 --> 00:26:25,730
+يعني احكي عندي خليني اسميها سيجما ال reverse word
+
+195
+00:26:25,730 --> 00:26:42,290
+سيجما هتكون تساوي a n نص بيه يعني سيجما على a أس
+
+196
+00:26:42,290 --> 00:26:48,230
+واحد على n أس واحد على بيه بالساوي hn
+
+197
+00:26:51,970 --> 00:26:54,330
+يعني أنا قسمت أول شهر ل a بيصار ال sigma ل a
+
+198
+00:26:54,330 --> 00:26:58,290
+بيساوي n نقص بي وانا تقان بيساوي sigma ل a قص
+
+199
+00:26:58,290 --> 00:27:03,190
+واحدة ل b يعني انا هتكون عنداه ال a طبعا اللي حسبة
+
+200
+00:27:03,190 --> 00:27:13,990
+مظلوط ال
+
+201
+00:27:13,990 --> 00:27:20,570
+a بيساوي
+
+202
+00:27:20,570 --> 00:27:20,950
+F
+
+203
+00:27:27,020 --> 00:27:33,740
+SUT الكل تربية على
+
+204
+00:27:33,740 --> 00:27:39,040
+SA طيب
+
+205
+00:27:39,040 --> 00:27:44,680
+ال F بعتمد
+
+206
+00:27:44,680 --> 00:27:45,460
+على ال SUT
+
+207
+00:28:05,510 --> 00:28:11,750
+طيب ممكن ناخده من ال curve ال
+
+208
+00:28:11,750 --> 00:28:15,730
+SUT ستمية
+
+209
+00:28:15,730 --> 00:28:20,670
+و تسعين ماجا بس كان يعني ميت كيلو pound برس كورنش
+
+210
+00:28:20,670 --> 00:28:30,890
+يعني مية عايزكون هاي مية يعني هان بون تمانية خمسة
+
+211
+00:28:32,780 --> 00:28:35,060
+يعني هو جاي بين bone تمانية خمسة و bone تمانية
+
+212
+00:28:35,060 --> 00:28:39,800
+أربعة يعني bone تمانية أربعة و خمسة ال F بالساوية
+
+213
+00:28:39,800 --> 00:28:46,220
+bone تمانية أربعة
+
+214
+00:28:46,220 --> 00:28:58,340
+خمسة figure ستة و تمانتاش معناته
+
+215
+00:28:58,340 --> 00:29:08,180
+ال A هيكون الساويةبونت تمانية اربعة خمسة في ستة
+
+216
+00:29:08,180 --> 00:29:15,160
+مية وتسعين الكل تربيع على
+
+217
+00:29:15,160 --> 00:29:25,420
+SE اللي هي اتنين و ستاش بونت اتنين هذا ال A وال B
+
+218
+00:29:25,420 --> 00:29:46,730
+بالساوية ال Bبسوا minus تلت log f sut على se بسوا
+
+219
+00:29:46,730 --> 00:29:50,670
+minus تلت log
+
+220
+00:29:52,970 --> 00:29:58,790
+اللي هو point تمانية اربعة خمسة في ستمية وتسعين
+
+221
+00:29:58,790 --> 00:30:09,270
+على متين ستاش point اتنين minus point واحد اربعة
+
+222
+00:30:09,270 --> 00:30:20,250
+اربعة minus point واحد واحد واحد اربعة اه
+
+223
+00:30:23,330 --> 00:30:29,450
+و ال A ألف
+
+224
+00:30:29,450 --> 00:30:36,690
+و خمسمية و اتنين و سبعين هذا ال A معناته ال N
+
+225
+00:30:36,690 --> 00:30:41,550
+هتكون تساوي ال
+
+226
+00:30:41,550 --> 00:30:45,070
+Sigma اللي هي تلت مية و
+
+227
+00:30:52,670 --> 00:30:57,550
+على ال A الى
+
+228
+00:30:57,550 --> 00:31:03,770
+الف خصمية و اتنين و سبعين اص
+
+229
+00:31:03,770 --> 00:31:14,350
+minus واحد اص واحد على B الى point واحد اربعة
+
+230
+00:31:14,350 --> 00:31:14,730
+اربعة
+
+231
+00:31:31,580 --> 00:31:37,980
+ست واربعين الف .. ست واربعين الف .. ست واربعين الف
+
+232
+00:31:37,980 --> 00:31:42,020
+.. ست واربعين الف .. ست واربعين الف cycle صح؟ ست
+
+233
+00:31:42,020 --> 00:31:44,880
+واربعين الف .. ست واربعين الف .. ست واربعين الف ..
+
+234
+00:31:44,880 --> 00:31:46,100
+ست واربعين الف cycle صح؟ ست واربعين الف .. ست
+
+235
+00:31:46,100 --> 00:31:47,260
+واربعين الف .. ست واربعين الف .. ست واربعين الف
+
+236
+00:31:47,260 --> 00:31:47,640
+cycle صح؟ ست واربعين الف .. ست واربعين الف .. ست
+
+237
+00:31:47,640 --> 00:31:47,680
+واربعين الف .. ست واربعين الف .. ست واربعين الف ..
+
+238
+00:31:47,680 --> 00:31:51,880
+ست واربعين الف cycle يعني عايش ال part شفت ست
+
+239
+00:31:51,880 --> 00:31:53,700
+واربعين الف cycle
+
+240
+00:32:10,620 --> 00:32:16,960
+سنة تقريبا راح تطول السنة؟ أه و انت لما نحكي لو
+
+241
+00:32:16,960 --> 00:32:22,100
+بيدور بسرعة الف و خمسمية دورة
+
+242
+00:32:22,100 --> 00:32:26,040
+في الدقيقة يعني ده بتحسس السنة تقريبا الف على الف
+
+243
+00:32:26,040 --> 00:32:30,600
+و خمسمية بتطلع تلت مية تقريبا تلت مية و اشية
+
+244
+00:32:37,410 --> 00:32:50,990
+تلاتين دقيقة عطول و هنكسر يعني عند stress هذا طيب
+
+245
+00:32:50,990 --> 00:32:54,570
+نكمل
+
+246
+00:33:18,250 --> 00:33:24,030
+ال S-and diagram اللى كنا نشوفه سابقا يعني يطبق في
+
+247
+00:33:24,030 --> 00:33:30,210
+حالة كان اولش ال load bending complete reversed
+
+248
+00:33:30,210 --> 00:33:37,130
+bending و standard specimenاللي يعني على أرض
+
+249
+00:33:37,130 --> 00:33:41,910
+الواقع other stress situations exist ممكن يكون ال
+
+250
+00:33:41,910 --> 00:33:45,710
+stress أي شيء ممكن bending, torsion أو axle,
+
+251
+00:33:46,750 --> 00:33:50,070
+transversal أو أي combination من هذه ال stress،
+
+252
+00:33:50,070 --> 00:33:55,830
+أنواع ال stress المختلفة يعني في الحياة العملية
+
+253
+00:33:55,830 --> 00:34:00,850
+حكينا مثلا ال spring بتاع نظام التعليق في السيارة
+
+254
+00:34:02,720 --> 00:34:07,960
+اللي قد عليها متغير صح؟ هو يعني مش ماخد شكل معين،
+
+255
+00:34:07,960 --> 00:34:12,680
+ماكناش أقفق، ماكناش أطلع، نزل ع مطاب، نازل، نزول،
+
+256
+00:34:12,680 --> 00:34:18,080
+طلع و نزل، في تطبيقات كتير، الجثور اللي قد عليها
+
+257
+00:34:18,080 --> 00:34:24,500
+متغير، الأواع الدموية اللي قد عليها متغير، فلازم
+
+258
+00:34:24,500 --> 00:34:30,700
+نعمل .. نشوف كيف طريقة نوصف هذه ال stresses يعني
+
+259
+00:34:30,700 --> 00:34:31,960
+عندي هنا مبين
+
+260
+00:34:35,070 --> 00:34:38,170
+fluctuating stress with high frequency ripple يعني
+
+261
+00:34:38,170 --> 00:34:42,470
+الاهتزاز الكتير التغير هذا هو ال ripple يعني في
+
+262
+00:34:42,470 --> 00:34:46,870
+عندى high ال loading بتغير او ال stress بتغير بشكل
+
+263
+00:34:46,870 --> 00:34:54,170
+مختلف او بالشكل هذا او اي شكل تاني نفترض
+
+264
+00:34:54,170 --> 00:35:00,270
+ان انا عندى ال stress بتغير بالشكل هذا في minimum
+
+265
+00:35:00,270 --> 00:35:08,170
+stress levelو في maximum stress sigma maximum هذا
+
+266
+00:35:08,170 --> 00:35:14,410
+بسمي general fluctuating يعني في ال minimum stress
+
+267
+00:35:14,410 --> 00:35:20,610
+level له قيمة و ال maximum stress level له قيمة و
+
+268
+00:35:20,610 --> 00:35:28,350
+it is fluctuating في repeated يعني بتبدأ بين
+
+269
+00:35:28,350 --> 00:35:33,150
+maximum و صفر maximum صفر هذا repeatedو في
+
+270
+00:35:33,150 --> 00:35:43,230
+completely reversed موجب سالب موجب سالب موجب
+
+271
+00:35:43,230 --> 00:35:44,210
+سالب موجب سالب موجب سالب موجب سالب موجب سالب موجب
+
+272
+00:35:44,210 --> 00:35:45,650
+سالب موجب سالب موجب سالب موجب سالب موجب سالب موجب
+
+273
+00:35:45,650 --> 00:35:49,010
+سالب موجب سالب موجب سالب موجب سالب موجب سالب موجب
+
+274
+00:35:49,010 --> 00:35:53,870
+سالب موجب سالب موجب سالب موجب سالب موجب س
+
+275
+00:35:57,250 --> 00:36:01,330
+في عند ال stress fluctuating between two levels
+
+276
+00:36:01,330 --> 00:36:07,030
+sigma minimum و sigma maximum هيعرف في ال mean او
+
+277
+00:36:07,030 --> 00:36:11,130
+بيسمو ال mean او ال mid range stress اللي هو
+
+278
+00:36:11,130 --> 00:36:13,470
+المقيم المتوسط على ال sigma minimum زي sigma
+
+279
+00:36:13,470 --> 00:36:18,150
+maximum على اتنين sigma mean اللي هي sigma max زي
+
+280
+00:36:18,150 --> 00:36:21,570
+sigma minimum على اتنين بيسمو ال mean او ال mid
+
+281
+00:36:21,570 --> 00:36:27,090
+range stress في ال alternating هو الارتفاعاللي هو
+
+282
+00:36:27,090 --> 00:36:31,190
+عاد تكون sigma maximum minus sigma minimum على
+
+283
+00:36:31,190 --> 00:36:33,730
+اتنين يعني هذا هو ال sigma alternating تقريبا
+
+284
+00:36:33,730 --> 00:36:38,470
+المطلقة في ال stress ratio اللي هي sigma minimum
+
+285
+00:36:38,470 --> 00:36:44,070
+على sigma maximum يعني لازم دايما نحسب sigma mean
+
+286
+00:36:44,070 --> 00:36:53,330
+و sigma alternating الان
+
+287
+00:36:55,620 --> 00:36:58,660
+الحالة العامة أنه هيكون عندى main stress level
+
+288
+00:36:58,660 --> 00:37:05,420
+اللي هو sigma M وفي عندى كمان اللي هي alternating
+
+289
+00:37:05,420 --> 00:37:12,200
+stress component على
+
+290
+00:37:12,200 --> 00:37:18,770
+فرض أنه .. يعني ال best approachانه انا اتجنب يصير
+
+291
+00:37:18,770 --> 00:37:22,290
+عندى localized plastic strain اتجنب وين فيه عندى
+
+292
+00:37:22,290 --> 00:37:26,230
+stress concentration مرتفعش ال stress level لحد ما
+
+293
+00:37:26,230 --> 00:37:30,990
+ندخل في ال plastic range هذا ال design approach
+
+294
+00:37:30,990 --> 00:37:35,490
+اللي مش لازم تدخش في ال plastic range طالما مش
+
+295
+00:37:35,490 --> 00:37:41,310
+هدخل في ال plastic range معناته في هذه الحالة I
+
+296
+00:37:41,310 --> 00:37:46,570
+will apply ال KF على ال sigma meanو ال sigma
+
+297
+00:37:46,570 --> 00:37:51,710
+alternating انا بكون حاسب sigma mean nominal و
+
+298
+00:37:51,710 --> 00:37:54,050
+sigma alternating nominal زي ما شوفنا في ال
+
+299
+00:37:54,050 --> 00:37:58,650
+example السابق فبقى اضرب KF في sigma mean nominal
+
+300
+00:37:58,650 --> 00:38:05,490
+و بضرب KF في sigma alternating nominal لما نحكي
+
+301
+00:38:05,490 --> 00:38:09,410
+nominal يعني ال stress للحسب بدون ما ناخد فيه
+
+302
+00:38:09,410 --> 00:38:10,630
+الاعتبار ال stress concentration
+
+303
+00:38:15,620 --> 00:38:22,960
+الان مبين عندى هنا الشكل ستة تلاتين اتطلع
+
+304
+00:38:22,960 --> 00:38:26,440
+ال curve العلوي هذا عندنا هنا ال number of success
+
+305
+00:38:26,440 --> 00:38:29,880
+to failure وهنا و ال stress amplitude هذا ال S N
+
+306
+00:38:29,880 --> 00:38:40,980
+دياجرام التقليدي ال S N دياجرام التقليدي الان
+
+307
+00:38:42,860 --> 00:38:46,640
+في ال S Indigram التقليدي اللي بنعرفه كان
+
+308
+00:38:46,640 --> 00:38:50,400
+Completely reversed يعني ال Sigma Min أكم بتساوي
+
+309
+00:38:50,400 --> 00:38:54,560
+ال Sigma Maximum كان بتساوي ال Sigma Minimum بس
+
+310
+00:38:54,560 --> 00:39:00,080
+واحد موجة و واحد سالب اجمعهم مع بعض بصفروا يعني ال
+
+311
+00:39:00,080 --> 00:39:03,100
+mean stress بيكون الساوسي يعني هذه الحالة ال
+
+312
+00:39:03,100 --> 00:39:06,280
+Completely reversed Sigma M بالساوي سفر الآن إذا
+
+313
+00:39:06,280 --> 00:39:11,800
+كانت ال Sigma Min صاريلها قيمةهذه بتأثر بيطلعش نفس
+
+314
+00:39:11,800 --> 00:39:19,680
+ال curve يعني لنفس العمر كل ما بيزود ال sigma mean
+
+315
+00:39:19,680 --> 00:39:25,720
+كل ما ال stress amplitude ال component بتقل يعني
+
+316
+00:39:25,720 --> 00:39:29,940
+كل ما ال strength مالهياش بتقل في حالة الموجة طبعا
+
+317
+00:39:29,940 --> 00:39:37,600
+يعني لاحظوا بغض النظر أخدت عند عشر رقص أربعةهن كان
+
+318
+00:39:37,600 --> 00:39:42,340
+sigma mean بالسواء صفر هن زادت sigma mean هى نزلت
+
+319
+00:39:42,340 --> 00:39:50,120
+ال sigma alternating زادت اللى هو ال sigma mean
+
+320
+00:39:50,120 --> 00:39:54,300
+نزلت ال sigma alternating زادت sigma mean نزلت ال
+
+321
+00:39:54,300 --> 00:39:59,780
+sigma ish alternating او العكس اذا بزود ال sigma
+
+322
+00:39:59,780 --> 00:40:04,280
+mean لنفس ال stress amplitude اللى أخدت هنا اللى
+
+323
+00:40:04,280 --> 00:40:13,590
+أخدت خط أفق هناهى اللى عملنا خط أفقي، كل
+
+324
+00:40:13,590 --> 00:40:17,910
+ما زود ال .. ال main stress component اللي ليه في
+
+325
+00:40:17,910 --> 00:40:25,490
+شمالها بتقل لنفسلنفس ال stress amplitude لنفس ال
+
+326
+00:40:25,490 --> 00:40:28,610
+alternating component كل ما ازود ال main stress
+
+327
+00:40:28,610 --> 00:40:31,130
+component يعني هنا ال main stress component كانت
+
+328
+00:40:31,130 --> 00:40:42,070
+صفر هنا أكتر هنا أكتر لحظة ال life شمالها بتقل طيب
+
+329
+00:40:42,070 --> 00:40:43,550
+المرة الجاية بنكمل
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/vRr_TIqAm1E_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/vRr_TIqAm1E_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..7ab1a3dccc03f7175c73c942dbfb9aff23e74275
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/vRr_TIqAm1E_postprocess.srt
@@ -0,0 +1,1168 @@
+1
+00:00:05,870 --> 00:00:08,590
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,590 --> 00:00:11,990
+وبركاته اليوم هنكمل في مادة تصميم الألات واحد
+
+3
+00:00:11,990 --> 00:00:19,050
+المحاضرة الفاتتة حلنا example 414 باستخدام
+
+4
+00:00:19,050 --> 00:00:23,150
+deflection equation M على EI بالساوية D square Y
+
+5
+00:00:23,150 --> 00:00:26,970
+by DX وكان هنا في خطوط ال integration هنرجع نحل
+
+6
+00:00:26,970 --> 00:00:34,810
+على السريع عشان نوضح طريقة الحل الأد
+
+7
+00:00:34,810 --> 00:00:35,150
+ال B
+
+8
+00:00:40,380 --> 00:00:48,640
+I fixed هنا وعندي هنا F وعندي
+
+9
+00:00:48,640 --> 00:00:52,300
+هذه
+
+10
+00:00:52,300 --> 00:00:58,520
+المسافة L
+
+11
+00:00:58,520 --> 00:01:05,880
+على 2 L على 2 و ال span L
+
+12
+00:01:10,380 --> 00:01:15,820
+هيكون عندي هين R1 وهين
+
+13
+00:01:15,820 --> 00:01:23,180
+R2 وهين M1
+
+14
+00:01:23,180 --> 00:01:27,360
+هنعمل
+
+15
+00:01:27,360 --> 00:01:31,500
+الـ deflection equation هناخد at position X
+
+16
+00:01:40,190 --> 00:01:48,610
+هناخد ال free body diagram هندي R2 هدي
+
+17
+00:01:48,610 --> 00:01:54,290
+X هدي
+
+18
+00:01:54,290 --> 00:02:07,090
+V هدي
+
+19
+00:02:07,090 --> 00:02:11,750
+Mاحنا حنا ال assumption انه نجلك ال transversal
+
+20
+00:02:11,750 --> 00:02:22,190
+effect احنا هنكون consider only deflection
+
+21
+00:02:22,190 --> 00:02:26,390
+due
+
+22
+00:02:26,390 --> 00:02:29,190
+to bending
+
+23
+00:02:37,750 --> 00:02:47,450
+هنا هتكون ال M ها دي بس R2 في X فانا هاخد انا عندي
+
+24
+00:02:47,450 --> 00:02:51,790
+هين OAB
+
+25
+00:02:51,790 --> 00:03:00,130
+بدي اخد section BA
+
+26
+00:03:12,020 --> 00:03:18,760
+هتكون ال M اللي هي بالساوية R2 في X ساوية D Square
+
+27
+00:03:18,760 --> 00:03:29,920
+Y by DX Square اللي هي M على EI M
+
+28
+00:03:29,920 --> 00:03:37,520
+على EI يعني
+
+29
+00:03:37,520 --> 00:03:38,880
+هيكون لدي R2 X
+
+30
+00:03:41,480 --> 00:03:46,420
+على ei بالساوية
+
+31
+00:03:46,420 --> 00:03:56,840
+d square y by dx square يعني dy by dx زي ال
+
+32
+00:03:56,840 --> 00:04:04,480
+integration بتكون بالساوية R2
+
+33
+00:04:04,480 --> 00:04:09,340
+على ei في
+
+34
+00:04:11,760 --> 00:04:21,540
+X تربيع زائد C واحد مظبوط و Y integration كمان مرة
+
+35
+00:04:21,540 --> 00:04:39,340
+هتكون R2 على 6EI X تكييب زائد C واحد X زائد C
+
+36
+00:04:39,340 --> 00:04:49,380
+اتنينيعني هي معادلة واحد هي معادلة اتنين
+
+37
+00:04:49,380 --> 00:04:57,780
+لو
+
+38
+00:04:57,780 --> 00:05:03,460
+خدت section AO section
+
+39
+00:05:03,460 --> 00:05:07,800
+AO
+
+40
+00:05:09,980 --> 00:05:16,940
+واخدت مسافة x خدت free pedagram هكون دي هين R2
+
+41
+00:05:16,940 --> 00:05:32,420
+وهين عندي F ومسافة هدي L على 2 وها دي إيه عشان X
+
+42
+00:05:41,300 --> 00:05:46,640
+و اعتبرت هذه V وهذه
+
+43
+00:05:46,640 --> 00:05:59,460
+M هكون ال summation لل FY ساوة Zero يعني
+
+44
+00:05:59,460 --> 00:06:06,280
+هيكون عندي minus V minus F
+
+45
+00:06:11,740 --> 00:06:25,160
+زاد R2 يعني V هتكون سوى minus F زاد R2 ناخد
+
+46
+00:06:25,160 --> 00:06:34,080
+summation of moment عند المسافة X هتكون تساوي R2
+
+47
+00:06:34,080 --> 00:06:39,560
+minus R2 في X
+
+48
+00:06:43,920 --> 00:06:54,020
+زائد R2 في X minus F في X minus L على 2 زائد M
+
+49
+00:06:54,020 --> 00:07:07,620
+بيساوي صفر يعني M ده ك M A O هتكون تساوي F
+
+50
+00:07:09,350 --> 00:07:21,470
+فى x minus L على 2 minus R2 فى X مظبوظة
+
+51
+00:07:21,470 --> 00:07:27,970
+هيك تسكيبت ال course الان
+
+52
+00:07:27,970 --> 00:07:43,450
+ال M AO على EI سوى D square Yby dx square هعمل
+
+53
+00:07:43,450 --> 00:07:48,990
+integration لان عندى عوض هتكون عندهين واحد على ei
+
+54
+00:07:48,990 --> 00:08:01,650
+في f في x minus l على اتنين minus r to x سوى d
+
+55
+00:08:01,650 --> 00:08:05,850
+square y by dx square
+
+56
+00:08:10,000 --> 00:08:19,540
+يعني هيكون عندي dy by dx هيكون ساعة واحد على ei في
+
+57
+00:08:19,540 --> 00:08:29,760
+F في X تربية على اتنين minus L على اتنين في X
+
+58
+00:08:29,760 --> 00:08:33,820
+minus
+
+59
+00:08:33,820 --> 00:08:52,110
+R اتنينفي X تربية على 2 زائد C3 والـ Y هتكون
+
+60
+00:08:52,110 --> 00:09:01,490
+تساوي 1 على EI في
+
+61
+00:09:06,970 --> 00:09:19,410
+F في X تكييب على ستة minus L على أربعة X تربية
+
+62
+00:09:19,410 --> 00:09:22,470
+minus
+
+63
+00:09:22,470 --> 00:09:36,250
+R اتنين على ستة X تكييب زاد C تلاتة في X زاد C
+
+64
+00:09:36,250 --> 00:09:43,390
+أربعةهذه معادلة تلاتة وهذه
+
+65
+00:09:43,390 --> 00:09:54,370
+معادلة أربعة طبعا هذه ال equation applies من X بين
+
+66
+00:09:54,370 --> 00:10:01,030
+L على 2 و L صح؟ وهذه apply
+
+67
+00:10:04,240 --> 00:10:13,880
+بين X صفر ل L على اتنين
+
+68
+00:10:13,880 --> 00:10:20,660
+لان
+
+69
+00:10:20,660 --> 00:10:25,900
+عشان نجد ثوابة ال integration ده نعمل استخدام ال
+
+70
+00:10:25,900 --> 00:10:28,340
+boundary conditions ده احنا بطلعه
+
+71
+00:10:32,070 --> 00:10:43,060
+بعض الاختصارات اولا at x equals zeroبتكون عنده واء
+
+72
+00:10:43,060 --> 00:10:49,040
+شو ساوي؟ صفر يعني الصفر هتكون طبعا عوض في هده
+
+73
+00:10:49,040 --> 00:10:56,980
+هتكون عنده صفر زائد صفر هتكون عند الصفر زائد صفر
+
+74
+00:10:56,980 --> 00:11:09,220
+زائد C2 معناه ان ال C2 ساوي صفر وبرضه atx equal L
+
+75
+00:11:09,220 --> 00:11:18,140
+برضه y سوى صفر يعني هنعود فيه هذه صح؟
+
+76
+00:11:18,140 --> 00:11:30,380
+هيكون صفر بتساوي واحد على ei واحد
+
+77
+00:11:30,380 --> 00:11:33,000
+على ei في
+
+78
+00:11:38,690 --> 00:11:55,730
+F هتكون هدي ال تكييب على ستة minus ال تكييب على
+
+79
+00:11:55,730 --> 00:12:00,510
+أربعة minus
+
+80
+00:12:00,510 --> 00:12:04,870
+R اتنين ال
+
+81
+00:12:04,870 --> 00:12:05,430
+تكييب
+
+82
+00:12:08,810 --> 00:12:20,650
+على ستة زائد C تلاتة L زائد C أربعة خدنا نبسطها
+
+83
+00:12:20,650 --> 00:12:26,990
+يعني سدس ناقص ربع يعني سدس ايه كم اتنين اتنين على
+
+84
+00:12:26,990 --> 00:12:33,450
+اتناش و هدا هتكون تلاتة اتناش يعني هتكون واحد صفر
+
+85
+00:12:33,450 --> 00:12:36,050
+بالزاوية واحد على EI
+
+86
+00:12:39,390 --> 00:12:49,770
+هذه هتكونش زي هيك بظبط واحدة ل EI فيه سالب F
+
+87
+00:12:49,770 --> 00:13:03,490
+التكييب على اتناش minus R اتنين التكييب على ستة
+
+88
+00:13:05,310 --> 00:13:13,390
+زائد C3L زائد C4 خلينا
+
+89
+00:13:13,390 --> 00:13:18,550
+نسميها equation خمسة
+
+90
+00:13:18,550 --> 00:13:27,510
+and أنا so far عرفت C2 بالساوية صفر مظبوط
+
+91
+00:13:30,810 --> 00:13:40,370
+ظال عندى مجهول C1 و C3 و C4 فى
+
+92
+00:13:40,370 --> 00:13:49,210
+معادلتان مستخدمه همش يعنى ده احكى ان Y هو لإنش عند
+
+93
+00:13:49,210 --> 00:13:53,030
+X بتساوي
+
+94
+00:13:53,030 --> 00:14:04,390
+L على 2 minusبتساوي y and x بتساوي ال على اتنين
+
+95
+00:14:04,390 --> 00:14:10,170
+plus يعني
+
+96
+00:14:10,170 --> 00:14:17,250
+هعوض هنا هكون عندي R اتنين لأ ال تحت صحيح R اتنين
+
+97
+00:14:17,250 --> 00:14:22,170
+احنا رود سي اتنين طلعت سفر هنا هون هكون عندي R
+
+98
+00:14:22,170 --> 00:14:22,690
+اتنين
+
+99
+00:14:27,760 --> 00:14:32,900
+هنا هتكون هنعوض ال على اتنين يعني هتصير تمن على
+
+100
+00:14:32,900 --> 00:14:38,420
+تمانية اربعين ر اتنين على تمانية اربعين EI
+
+101
+00:14:38,420 --> 00:14:44,700
+التكييب زائد
+
+102
+00:14:44,700 --> 00:14:47,820
+C
+
+103
+00:14:47,820 --> 00:14:56,300
+واحد ال على اتنين هتساوي هنعوض
+
+104
+00:14:56,300 --> 00:15:04,970
+هنافالعلاقة انها تساوي واحد على EI
+
+105
+00:15:04,970 --> 00:15:15,470
+في F
+
+106
+00:15:15,470 --> 00:15:19,310
+التكيب
+
+107
+00:15:19,310 --> 00:15:23,710
+في الواحدة اتمنى واربين صح؟
+
+108
+00:15:29,440 --> 00:15:35,800
+minus واحد على ستاش ربع
+
+109
+00:15:35,800 --> 00:15:46,300
+واحد على ستاش minus
+
+110
+00:15:46,300 --> 00:15:55,680
+R اتنين التكييب على تمانية وأربعين
+
+111
+00:16:01,180 --> 00:16:10,460
+زاد C تلاتة L على اتنين زاد
+
+112
+00:16:10,460 --> 00:16:23,560
+C أربعة يعني
+
+113
+00:16:23,560 --> 00:16:28,600
+هنجمع term هذا هذا
+
+114
+00:16:28,600 --> 00:16:33,650
+ال term مع هذا ال termبصير ان دي R2 L تكييب على ..
+
+115
+00:16:33,650 --> 00:16:42,030
+يعني احنا هاخد ال term هذا مع
+
+116
+00:16:42,030 --> 00:16:51,270
+هذا ال term صح بصير ان دي R2 L
+
+117
+00:16:51,270 --> 00:16:57,050
+تكييب على 24EI
+
+118
+00:17:09,520 --> 00:17:13,300
+بتساوى لإني عندي واحد تمانية واربعين ناقص تلاتة
+
+119
+00:17:13,300 --> 00:17:16,220
+تمانية واربعين ماينس اتنين على تمانية واربعين يعني
+
+120
+00:17:16,220 --> 00:17:26,560
+ماينس واحد على اربع وعشرين زائد F التكييب على اربع
+
+121
+00:17:26,560 --> 00:17:34,100
+وعشرين EI يعني هذا ال term خلصنا منك
+
+122
+00:17:38,810 --> 00:17:49,910
+بتساوي minus C1 L على 2 زائد
+
+123
+00:17:49,910 --> 00:18:03,350
+C3 L على 2 زائد C4 هي
+
+124
+00:18:03,350 --> 00:18:04,090
+رقم 6
+
+125
+00:18:07,850 --> 00:18:19,910
+طيب بدي اكبر معادلة هناخد ال slope هتكون ال dy by
+
+126
+00:18:19,910 --> 00:18:35,650
+dx عند x بالساوية L على 2 minus بالساوية
+
+127
+00:18:35,650 --> 00:18:37,030
+dy
+
+128
+00:18:39,080 --> 00:18:43,240
+على DX عندي
+
+129
+00:18:43,240 --> 00:18:57,160
+X بالساوية L على 2 plus هيكون عندي R2 R2
+
+130
+00:18:57,160 --> 00:19:01,380
+في
+
+131
+00:19:01,380 --> 00:19:06,340
+L تربية على
+
+132
+00:19:06,340 --> 00:19:06,920
+تمانية
+
+133
+00:19:10,790 --> 00:19:20,070
+EI زاد C واحد بتساوي
+
+134
+00:19:20,070 --> 00:19:34,890
+ما عوضش هادى واحد على EI فيه
+
+135
+00:19:34,890 --> 00:19:39,010
+F في
+
+136
+00:19:42,140 --> 00:19:53,680
+التربيع على تمانية ناقص
+
+137
+00:19:53,680 --> 00:20:02,660
+التربيع على أربعة ناقص
+
+138
+00:20:02,660 --> 00:20:07,940
+R2 التربيع
+
+139
+00:20:07,940 --> 00:20:10,560
+على تمانية
+
+140
+00:20:15,220 --> 00:20:23,760
+زائد C3 يعني
+
+141
+00:20:23,760 --> 00:20:35,520
+خدمة اخد هذه مع هذه هيكون
+
+142
+00:20:35,520 --> 00:20:51,590
+عند R2 R2 L تربيععلى اربعة EI هاد
+
+143
+00:20:51,590 --> 00:21:02,910
+التمن ناقص تمنين ناقص تمن بسير
+
+144
+00:21:02,910 --> 00:21:07,870
+يعني عندك ال boundary 100% صحيح عندك boundary
+
+145
+00:21:07,870 --> 00:21:13,020
+conditions كتيرةفي حالتنا هذه بيصير يعني تحط ال
+
+146
+00:21:13,020 --> 00:21:22,880
+اسلوب يعني عند o صفر برضه بيصير هيكون عندك زائد fl
+
+147
+00:21:22,880 --> 00:21:29,420
+تربية على تمانية ei بتساوي
+
+148
+00:21:29,420 --> 00:21:34,920
+اللي هو ال term هذا بتساوي
+
+149
+00:21:34,920 --> 00:21:35,940
+ناقص c واحد
+
+150
+00:21:42,490 --> 00:21:47,890
+زائد C3 هذا
+
+151
+00:21:47,890 --> 00:21:52,390
+معادلة سبعة
+
+152
+00:21:52,390 --> 00:21:59,310
+صح انت نعندى تلت معادلات C1 و C3 و C4 تلت معادلات
+
+153
+00:21:59,310 --> 00:22:06,970
+و تلت نجاهيل خلنا نكتبهم تحت بعض اول
+
+154
+00:22:06,970 --> 00:22:07,590
+معادلة
+
+155
+00:22:16,530 --> 00:22:25,190
+أو خلنا نكتبها على شكل مصفوفة أول
+
+156
+00:22:25,190 --> 00:22:29,950
+واحدة هذا هتيجي على الجهة التانية طبعا هذا هسير
+
+157
+00:22:29,950 --> 00:22:35,310
+عندي هنا C3L
+
+158
+00:22:35,310 --> 00:22:42,430
+زائد C4 بالساوية
+
+159
+00:22:42,430 --> 00:22:45,390
+واحد
+
+160
+00:22:46,700 --> 00:22:55,300
+أو اللي بدي أحكي ال تكييب على EI مش
+
+161
+00:22:55,300 --> 00:23:02,440
+مشكلة خلينا بس نعملها نظبطها في F
+
+162
+00:23:02,440 --> 00:23:08,080
+على 12 زائد
+
+163
+00:23:08,080 --> 00:23:17,930
+R2 على 6أنا عندي C1 و C3 و C4 يعني الـ C1 هيكون
+
+164
+00:23:17,930 --> 00:23:23,970
+إيش؟ صفر وعندي
+
+165
+00:23:23,970 --> 00:23:30,230
+هين L وهين
+
+166
+00:23:30,230 --> 00:23:39,310
+إيش؟ واحد مظبوط؟ المعادلة التانية C1
+
+167
+00:23:39,310 --> 00:23:50,710
+minus Lعلى اتنين و C تلاتة L على اتنين و C أربعة
+
+168
+00:23:50,710 --> 00:24:01,570
+واحد المعادلة الأخيرة C واحد سالب واحد و واحد و
+
+169
+00:24:01,570 --> 00:24:10,930
+صفر بتساوي في C واحد C تلاتة C أربعة
+
+170
+00:24:15,950 --> 00:24:24,710
+بتساوي ال constants vector اللي هو هيكون عنده
+
+171
+00:24:24,710 --> 00:24:28,830
+التكييب
+
+172
+00:24:28,830 --> 00:24:34,190
+على
+
+173
+00:24:34,190 --> 00:24:38,410
+EI في
+
+174
+00:24:56,660 --> 00:25:11,460
+بتساوي التكييب على EI في F على 12 زياد R2 على 6
+
+175
+00:25:11,460 --> 00:25:17,840
+هاي هو ال constant ال constant التاني
+
+176
+00:25:17,840 --> 00:25:20,860
+برضه بتساوي عندى
+
+177
+00:25:26,720 --> 00:25:36,620
+التكييب على اربع و عشرين EI في
+
+178
+00:25:36,620 --> 00:25:49,240
+F زاد R اتنين وال constant التالت اللي
+
+179
+00:25:49,240 --> 00:25:49,480
+هو
+
+180
+00:25:59,950 --> 00:26:12,990
+التربيع التربيع على تمانية EI في F
+
+181
+00:26:12,990 --> 00:26:20,630
+زائد اتنين R اتنين
+
+182
+00:26:34,790 --> 00:26:40,250
+solve for c3
+
+183
+00:26:40,250 --> 00:26:48,650
+و c4 بعد
+
+184
+00:26:48,650 --> 00:26:55,250
+ما نعمل solve صار عندى كل ال constants المعروفة
+
+185
+00:26:55,250 --> 00:27:00,800
+بستخدم ال boundary condition كمان مرة عشان احسبالـ
+
+186
+00:27:00,800 --> 00:27:06,460
+R اتنين يعني صارت عند انا هنا في المعادلة الأولى
+
+187
+00:27:06,460 --> 00:27:11,360
+هنا C2
+
+188
+00:27:11,360 --> 00:27:18,520
+كانت صفر و C1 هكونله ايش قيمة هخليه يستوي قيمة
+
+189
+00:27:25,180 --> 00:27:35,000
+y بتساوي صفر عند x بتساوي صفر بتساوي
+
+190
+00:27:35,000 --> 00:27:41,360
+مش
+
+191
+00:27:41,360 --> 00:27:46,520
+هتسعفنا لان صفر صفر مش هتفيدنا معناه تبقى استخدام
+
+192
+00:27:46,520 --> 00:27:52,620
+معادلات على الطرف التانياللي هي Y بيستوى صفرة X
+
+193
+00:27:52,620 --> 00:27:59,920
+بيستوى L اللي
+
+194
+00:27:59,920 --> 00:28:10,900
+هي المعادلة هذه بيصير عنده one اتفاطينة one extra
+
+195
+00:28:10,900 --> 00:28:14,020
+equation
+
+196
+00:28:14,020 --> 00:28:18,520
+و احنا الرد في عندنا اللي هو R واحد
+
+197
+00:28:21,270 --> 00:28:28,590
+زاد R2 ايش بالساوي؟ بالساوي F وانا معادلة ال
+
+198
+00:28:28,590 --> 00:28:41,010
+moment هكون عنده M1 زاد
+
+199
+00:28:41,010 --> 00:28:47,990
+R2L minus
+
+200
+00:28:47,990 --> 00:28:48,810
+F
+
+201
+00:28:51,150 --> 00:28:56,470
+العلى اتنين بصوف صفر يعني هاي بده اسميها هذه معدلة
+
+202
+00:28:56,470 --> 00:29:06,050
+A هذه B هذه C Solve
+
+203
+00:29:06,050 --> 00:29:18,580
+for R واحد و R اتنين و M واحدطبعا طويلة ال process
+
+204
+00:29:18,580 --> 00:29:25,880
+بس هذا احد الطرق المتاحة طريقة تانية طبعا الحلها
+
+205
+00:29:25,880 --> 00:29:30,080
+ده موجودة عندى في ال .. في ال appendix لو مش
+
+206
+00:29:30,080 --> 00:29:44,620
+موجودة عندى .. خنحلها بطريقة تانية بدي
+
+207
+00:29:44,620 --> 00:29:46,300
+احلا باستخدام ال superposition
+
+208
+00:30:14,300 --> 00:30:31,480
+هذه ال beam هذي
+
+209
+00:30:31,480 --> 00:30:36,520
+هاتبع عبارة عن مسألتين او
+
+210
+00:30:36,520 --> 00:30:54,190
+خلي اعمل ال hand هنا هاي R واحد و R اتنينهذه F هذه
+
+211
+00:30:54,190 --> 00:31:04,170
+عبارة عن مثلة هذه
+
+212
+00:31:04,170 --> 00:31:09,690
+F زائد
+
+213
+00:31:20,900 --> 00:31:30,060
+العلى اتنين طبعا هذه المسافة ايه ال على
+
+214
+00:31:30,060 --> 00:31:38,080
+اتنين هذه المسافة ايه ال نروح ل buildx
+
+215
+00:32:17,950 --> 00:32:25,610
+طيب انا متعود على الف ومئو ستاش نحكي الف حسنا نشوف
+
+216
+00:32:25,610 --> 00:32:29,150
+content
+
+217
+00:32:29,150 --> 00:32:31,110
+ماشي
+
+218
+00:32:50,640 --> 00:33:02,300
+Appendix A9 مش بعد كتير يعني ماشي
+
+219
+00:33:02,300 --> 00:33:02,680
+هنا هنا
+
+220
+00:33:06,980 --> 00:33:13,620
+هذه يعني الحالة التانية و الحالة الأولى هضغط هذه
+
+221
+00:33:13,620 --> 00:33:24,420
+هتكون
+
+222
+00:33:24,420 --> 00:33:32,580
+نعم هذه الحالة
+
+223
+00:33:32,580 --> 00:33:35,180
+التانية هتكون ال Y
+
+224
+00:33:41,640 --> 00:33:46,080
+هو مسمى هذا a عشان اضغط عشان اضغط عشان اضغط عشان
+
+225
+00:33:46,080 --> 00:33:46,160
+اضغط عشان اضغط عشان اضغط عشان اضغط عشان اضغط عشان
+
+226
+00:33:46,160 --> 00:33:49,520
+اضغط عشان اضغط عشان اضغط عشان اضغط عشان اضغط عشان
+
+227
+00:33:49,520 --> 00:33:50,260
+اضغط عشان اضغط عشان اضغط عشان اضغط عشان اضغط عشان
+
+228
+00:33:50,260 --> 00:33:51,720
+اضغط عشان اضغط عشان اضغط عشان اضغط عشان اضغط عشان
+
+229
+00:33:51,720 --> 00:33:56,320
+اضغط عشان اضغط عشان اضغط عشان اضغط عشان اضغط عشان
+
+230
+00:33:56,320 --> 00:34:04,780
+اضغط عشان اضغط عشان
+
+231
+00:34:04,780 --> 00:34:11,200
+اضغط
+
+232
+00:34:11,420 --> 00:34:15,020
+الـ Y الـ
+
+233
+00:34:15,020 --> 00:34:19,600
+YAB تسمى
+
+234
+00:34:19,600 --> 00:34:25,500
+هذا الـ prime هذا ال prime هذا ال prime YAB prime
+
+235
+00:34:25,500 --> 00:34:30,920
+بتساوي F
+
+236
+00:34:30,920 --> 00:34:36,580
+FX
+
+237
+00:34:43,450 --> 00:34:50,450
+تربيع على ستة AI في
+
+238
+00:34:50,450 --> 00:35:01,130
+X والـ A بيستويل على اتنين صح ناقص تلاتة على اتنين
+
+239
+00:35:01,130 --> 00:35:04,910
+R Y
+
+240
+00:35:04,910 --> 00:35:05,810
+بي سي برايم
+
+241
+00:35:12,360 --> 00:35:16,860
+هتكون تساوي F
+
+242
+00:35:16,860 --> 00:35:29,460
+L تربيع على اربع و عشرين AI في
+
+243
+00:35:29,460 --> 00:35:39,120
+L على اتنين minus تلاتة
+
+244
+00:35:48,410 --> 00:36:01,490
+الحالة الأولى هي خلصنا الحالة الأولى هكون
+
+245
+00:36:01,490 --> 00:36:07,770
+عندى اللي هي هتكون y
+
+246
+00:36:12,620 --> 00:36:23,580
+عطي كل ال range من a ل c y double prime هتكون
+
+247
+00:36:23,580 --> 00:36:33,220
+تساوي f x تربيع على
+
+248
+00:36:33,220 --> 00:36:39,260
+6 ai في
+
+249
+00:36:44,700 --> 00:36:56,000
+x-3l ال total deflection هكون ال y يكون
+
+250
+00:36:56,000 --> 00:37:04,000
+y prime زاد y double prime صح يعني
+
+251
+00:37:10,650 --> 00:37:15,850
+هيكون عندي Fx تربيع
+
+252
+00:37:15,850 --> 00:37:28,330
+على 6EI في X minus 3L اه
+
+253
+00:37:28,330 --> 00:37:35,210
+هذي تنسوش هنا في غلطنا .. يعني اش هذي R2 minus
+
+254
+00:37:35,210 --> 00:37:38,630
+minus
+
+255
+00:37:43,130 --> 00:37:58,410
+R2 فهتكون F X تربيع على 6I في X-3 على 2L minus
+
+256
+00:37:58,410 --> 00:38:06,630
+R2 X تربيع على 6EI
+
+257
+00:38:08,480 --> 00:38:24,720
+في X minus 3L هي دي X من صفر ل L على اتنين و
+
+258
+00:38:24,720 --> 00:38:28,620
+بتساوي F
+
+259
+00:38:28,620 --> 00:38:38,060
+L تربيع على اربع و عشرين EI
+
+260
+00:38:40,400 --> 00:38:52,940
+العلى اتنين ناقص تلاتة X نقص
+
+261
+00:38:52,940 --> 00:39:13,200
+R اتنين في X تربيع على ستة EIفي X-3L هذي X بين L
+
+262
+00:39:13,200 --> 00:39:22,380
+على 2 و L لأن
+
+263
+00:39:22,380 --> 00:39:30,000
+للترك انه عند Y بالساوية L ال deflection صفر انا
+
+264
+00:39:30,000 --> 00:39:32,740
+عندي معدلة التزاين عندي اللي هو R1
+
+265
+00:39:35,260 --> 00:39:49,940
+زاد R اتنين بيستوي ايش F صح و عندك M واحد minus
+
+266
+00:39:49,940 --> 00:39:59,130
+F L على اتنين زاد R اتنينال بالساوية صفر بالمعادلة
+
+267
+00:39:59,130 --> 00:40:08,230
+التالتة ال Y عند X بالساوية L بالساوية صفر بتساوية
+
+268
+00:40:08,230 --> 00:40:18,310
+هنعوض فيها دي اللي عند F L تربيع على
+
+269
+00:40:18,310 --> 00:40:25,490
+أربع و عشرين EI في L على اتنين
+
+270
+00:40:28,110 --> 00:40:34,450
+minus 3L minus
+
+271
+00:40:34,450 --> 00:40:40,490
+R2 L
+
+272
+00:40:40,490 --> 00:40:47,930
+تربيع على 6EI
+
+273
+00:40:47,930 --> 00:40:53,970
+في L ناقص 3L
+
+274
+00:41:00,070 --> 00:41:05,450
+يعني عند ال AI هتروح
+
+275
+00:41:05,450 --> 00:41:13,850
+حضره الطرفين .. حضره الطرفين كله بمعادلة دي حضرها
+
+276
+00:41:13,850 --> 00:41:17,550
+في 24 AI
+
+277
+00:41:17,550 --> 00:41:21,470
+على
+
+278
+00:41:21,470 --> 00:41:27,310
+التكيب مظبوط؟
+
+279
+00:41:30,840 --> 00:41:40,220
+ماشي بيصير عنده صفر بالساوي F F
+
+280
+00:41:40,220 --> 00:41:58,940
+في نص ناقص تلاتة ناقص اربعة R اتنين في ايش في ناقص
+
+281
+00:41:58,940 --> 00:41:59,340
+اتنين
+
+282
+00:42:02,390 --> 00:42:08,850
+صح؟ يعني النص ناقص ستة على اتنين أو نحكي هنا النص
+
+283
+00:42:08,850 --> 00:42:15,830
+أكبر عن أكم النص ناقص تلات ستة على اتنين يعني واحد
+
+284
+00:42:15,830 --> 00:42:20,670
+ناقص ستة يعني سفر هتكون تساوي
+
+285
+00:42:26,760 --> 00:42:30,260
+السالب خمسة عتنين يعني عندك سالب اتنين و نص يعني
+
+286
+00:42:30,260 --> 00:42:42,220
+سالب خمسة على اتنين F زائد تمانية R اتنين هو منها
+
+287
+00:42:42,220 --> 00:42:48,240
+R اتنين سواء
+
+288
+00:42:48,240 --> 00:42:52,560
+خمسة على ستاشر F
+
+289
+00:42:56,220 --> 00:43:04,100
+خلاص عرفت R2 بحسب R1 و بحسب H M1 المفروض تلقى نفس
+
+290
+00:43:04,100 --> 00:43:09,940
+الجواب أتأكدوا طيب
+
+291
+00:43:09,940 --> 00:43:17,140
+ال .. في أيه السؤال؟ ديكوا خلصنا محاضرة اليوم،
+
+292
+00:43:17,140 --> 00:43:17,660
+ديكوا العافية
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/xj2UWxvWk80_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/xj2UWxvWk80_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..def259fd0c2d3f2132c3ca69f754004a8fa8f6a5
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/xj2UWxvWk80_raw.json
@@ -0,0 +1 @@
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0.9736328125}, {"start": 2308.21, "end": 2308.21, "word": " هنا", "probability": 0.99365234375}, {"start": 2308.21, "end": 2308.21, "word": " و", "probability": 0.97900390625}, {"start": 2308.21, "end": 2308.21, "word": " من", "probability": 0.9775390625}, {"start": 2308.21, "end": 2308.21, "word": " هنا", "probability": 0.9931640625}, {"start": 2308.21, "end": 2308.21, "word": " و", "probability": 0.97900390625}, {"start": 2308.21, "end": 2308.21, "word": " من", "probability": 0.974609375}, {"start": 2308.21, "end": 2308.23, "word": " هنا", "probability": 0.9931640625}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.97900390625}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.9716796875}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.99267578125}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.97900390625}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.97119140625}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.99267578125}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.97998046875}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.96826171875}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.9921875}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.9794921875}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.96533203125}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.9921875}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98046875}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.96533203125}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.99169921875}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.95751953125}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.99169921875}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.9541015625}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.9912109375}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.95556640625}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.99072265625}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.95947265625}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.990234375}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.9814453125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.93994140625}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.98974609375}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.9814453125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.9326171875}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.9892578125}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.9248046875}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.9892578125}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98095703125}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.91796875}, {"start": 2308.23, "end": 2308.23, "word": " هنا", "probability": 0.98876953125}, {"start": 2308.23, "end": 2308.23, "word": " و", "probability": 0.98046875}, {"start": 2308.23, "end": 2308.23, "word": " من", "probability": 0.9306640625}, {"start": 2308.23, "end": 2308.29, "word": " هنا", "probability": 0.98779296875}, {"start": 2308.29, "end": 2313.93, 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"probability": 0.94189453125}, {"start": 2328.45, "end": 2328.75, "word": " أول", "probability": 0.79345703125}, {"start": 2328.75, "end": 2328.91, "word": " واحد", "probability": 0.976806640625}, {"start": 2328.91, "end": 2329.09, "word": " سيصير", "probability": 0.613922119140625}, {"start": 2329.09, "end": 2329.35, "word": " deformation", "probability": 0.87841796875}, {"start": 2329.35, "end": 2329.77, "word": " هنا", "probability": 0.8623046875}, {"start": 2329.77, "end": 2331.29, "word": " هذه", "probability": 0.343017578125}, {"start": 2331.29, "end": 2331.61, "word": " نقطة", "probability": 0.8313802083333334}, {"start": 2331.61, "end": 2331.81, "word": " a", "probability": 0.8212890625}, {"start": 2331.81, "end": 2334.41, "word": " عند", "probability": 0.943359375}, {"start": 2334.41, "end": 2335.17, "word": " ال", "probability": 0.74365234375}, {"start": 2335.17, "end": 2335.55, "word": " section", "probability": 0.90185546875}, {"start": 2335.55, "end": 2337.31, "word": " 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2345.37, "end": 2346.51, "text": "ماشي اطيب كل عرفيه", "tokens": [2304, 33599, 1829, 1975, 9566, 1829, 3555, 28242, 6225, 28480, 1829, 3224], "avg_logprob": -0.3801081639069777, "compression_ratio": 0.7857142857142857, "no_speech_prob": 0.0, "words": [{"start": 2345.37, "end": 2345.81, "word": "ماشي", "probability": 0.89599609375}, {"start": 2345.81, "end": 2346.05, "word": " اطيب", "probability": 0.56671142578125}, {"start": 2346.05, "end": 2346.15, "word": " كل", "probability": 0.8935546875}, {"start": 2346.15, "end": 2346.51, "word": " عرفيه", "probability": 0.7188720703125}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2346.84075, "duration_after_vad": 1816.5474999999935}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_postprocess.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..1a59041b3f4539716b95258d83f78e50cc7e0195
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_postprocess.srt
@@ -0,0 +1,1308 @@
+1
+00:00:05,870 --> 00:00:08,530
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,530 --> 00:00:13,410
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة
+
+3
+00:00:13,410 --> 00:00:19,430
+الفاترة حلنا example على ال torsion و ال bending
+
+4
+00:00:19,430 --> 00:00:23,670
+في circular و rectangular cross sections هنحل
+
+5
+00:00:23,670 --> 00:00:28,670
+اليوم كمان مثالي مثال نشوف ممكن نعمل compound
+
+6
+00:00:28,670 --> 00:00:36,390
+bending في مستويين نطلع المثال في عندي shaftراكب
+
+7
+00:00:36,390 --> 00:00:45,960
+عليه بكرتينبكر عند B و بكر عند C البكر عند B قطرها
+
+8
+00:00:45,960 --> 00:00:53,100
+اربع انش البكر عند C تمانية انش ال shaft في عند
+
+9
+00:00:53,100 --> 00:00:57,940
+عشرة انش عشرة عشرة تلاتين انش it's simply
+
+10
+00:00:57,940 --> 00:01:03,680
+supported عند نقطة A و عند نقطة D ال X axis جاي في
+
+11
+00:01:03,680 --> 00:01:07,940
+محور الشافت ال Y زي ال plane عمودي على محور الشافت
+
+12
+00:01:09,570 --> 00:01:22,810
+قطر الشرط واحد و نص انش ديامتر طيب
+
+13
+00:01:22,810 --> 00:01:30,550
+عند B حكينا القطر ال D بتاعة ال poly عند نقطة B
+
+14
+00:01:30,550 --> 00:01:39,050
+سواء اربعة انش و القطر لل poly عند C تمانية انش
+
+15
+00:01:43,430 --> 00:01:46,410
+Considering bending and torsional stresses only
+
+16
+00:01:46,410 --> 00:01:48,930
+determine locations and magnitudes of greatest
+
+17
+00:01:48,930 --> 00:01:51,390
+tensile compressive and shear stresses in the
+
+18
+00:01:51,390 --> 00:01:55,130
+shaft إذا
+
+19
+00:01:55,130 --> 00:01:59,750
+بنتطلع على ال loadingأنا عند البكر مقاتل عليها
+
+20
+00:01:59,750 --> 00:02:06,050
+load ألف pound و متين pound عند بيه and c في
+
+21
+00:02:06,050 --> 00:02:10,530
+خمسمية و في مية لأن ال force لو بدى أنقلها لل
+
+22
+00:02:10,530 --> 00:02:18,430
+center هتنتقل على شكل force و moment فلما
+
+23
+00:02:18,430 --> 00:02:24,890
+انقلها عند بيه هكون عنديبالاتجاه هذا اللى هو
+
+24
+00:02:24,890 --> 00:02:31,230
+باتجاه ال negative x axis هكون عندى الف اللى هو ال
+
+25
+00:02:31,230 --> 00:02:34,830
+torque عند بيه
+
+26
+00:02:34,830 --> 00:02:39,250
+بيكون باتجاه ال negative x axis اللى هكون minus
+
+27
+00:02:39,250 --> 00:02:48,450
+الف في ال radius اللى هو اتنين المتين
+
+28
+00:02:48,450 --> 00:02:51,390
+بتعمل في ال positive x axis زائد متين
+
+29
+00:02:54,330 --> 00:03:00,370
+في اتنين يعني هتكون اندي ناقص الفين زي اكتر
+
+30
+00:03:00,370 --> 00:03:13,910
+اربعمية يناقص الف وستمية pound force inch الاندي
+
+31
+00:03:13,910 --> 00:03:21,990
+هتكون الف و متين بيكون الف و متين يعني هتتقلألف و
+
+32
+00:03:21,990 --> 00:03:27,970
+متين pound اللي هي هذه فنقلت ال forces عن المحيط
+
+33
+00:03:27,970 --> 00:03:32,230
+للنص صارت عندي ألف و متين pound force وعندي اللي
+
+34
+00:03:32,230 --> 00:03:37,270
+هو torsional moment باتجاه ال negative axis بقيمة
+
+35
+00:03:37,270 --> 00:03:45,670
+الف ستمية pound force عند C عند
+
+36
+00:03:45,670 --> 00:03:53,650
+C torsional عند C انا هالقلالخمسمية والمية لل
+
+37
+00:03:53,650 --> 00:03:58,630
+center هتكون خمسمية في اتجاه ال positive x axis
+
+38
+00:03:58,630 --> 00:04:09,810
+خمسمية في أربعة ناقص مية في أربعة يعني هتكون دي
+
+39
+00:04:09,810 --> 00:04:15,830
+ألفين ناقص أربعة مية يعني ألف ست ميت
+
+40
+00:04:21,260 --> 00:04:28,620
+فى انش فى اتجاه ال positive x axis و force كمية
+
+41
+00:04:28,620 --> 00:04:35,620
+خمسمية زي ادمية ستميةB صار الـ shaft في الف و بتين
+
+42
+00:04:35,620 --> 00:04:39,880
+pound باتجاه الـ positive z axis وفي torsion
+
+43
+00:04:39,880 --> 00:04:44,940
+stress باتجاه الـ negative x قيمته الف ستمية and C
+
+44
+00:04:44,940 --> 00:04:47,700
+فيان ال torsion stress قيمته الف ستمية pound force
+
+45
+00:04:47,700 --> 00:04:51,860
+باتجاه ال positive x axis وفيان الستمية باتجاه ال
+
+46
+00:04:51,860 --> 00:04:58,660
+negative y axis لاحظوا الألف و بتين هنا الألف و
+
+47
+00:04:58,660 --> 00:05:07,530
+بتينبتعمل bending حوالين ال y axis و ال 600 بتعمل
+
+48
+00:05:07,530 --> 00:05:12,490
+bending حوالين ال z axis معناته أنا مضطر اشتغل في
+
+49
+00:05:12,490 --> 00:05:18,970
+مستوى يعني اشتغل في مستوى ال x y plane و ال x z
+
+50
+00:05:18,970 --> 00:05:26,090
+plane في ال x y plane و ال x z plane في ال x y
+
+51
+00:05:26,090 --> 00:05:27,350
+plane هنطلع
+
+52
+00:05:29,890 --> 00:05:41,390
+هاي ال Y هاي ال X في
+
+53
+00:05:41,390 --> 00:05:46,170
+ال XY plane هكون عندي reaction force بالتجاه ال Y
+
+54
+00:05:46,170 --> 00:05:50,750
+عند A و reaction force بالتجاه ال Y عند D و في
+
+55
+00:05:50,750 --> 00:05:56,080
+force بالتجاه ال negative Y عشان نتذكرففي عندي ..
+
+56
+00:05:56,080 --> 00:06:02,080
+بيصير عندي النقاط a و b و c و d عند c فيه ستمية
+
+57
+00:06:02,080 --> 00:06:06,740
+لتحت طبعا عشان اعود لل reaction عند a باتجاه ال y
+
+58
+00:06:06,740 --> 00:06:14,420
+باخد summation of forces حوالين d لان
+
+59
+00:06:14,420 --> 00:06:22,060
+احنا نحكي x y plain بداخل summation of forces عن d
+
+60
+00:06:22,060 --> 00:06:24,540
+بالساوية
+
+61
+00:06:26,080 --> 00:06:31,800
+zero هيكون
+
+62
+00:06:31,800 --> 00:06:41,740
+عندي ناقص ناقص متين في تلاتين او
+
+63
+00:06:41,740 --> 00:06:49,200
+ناقص نسميه راي ناقص راي
+
+64
+00:06:49,200 --> 00:06:51,800
+في تلاتين
+
+65
+00:06:56,390 --> 00:07:04,430
+زائد ستمية في عشرة زائد
+
+66
+00:07:04,430 --> 00:07:13,230
+ستمية في عشرة زائد ستمية في عشرة زائد
+
+67
+00:07:13,230 --> 00:07:23,090
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+68
+00:07:23,090 --> 00:07:24,150
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+69
+00:07:24,150 --> 00:07:24,210
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+70
+00:07:24,210 --> 00:07:26,840
+زائد زائد زائد زائبعدين باخد summation لل forces
+
+71
+00:07:26,840 --> 00:07:32,500
+باتجاه ال Y هتكون
+
+72
+00:07:32,500 --> 00:07:46,320
+عندى 200 مقص 600 زائد RDY يعني ر دي واي حتي تسوى
+
+73
+00:07:46,320 --> 00:07:49,060
+أربعمية pound force
+
+74
+00:07:58,730 --> 00:08:05,770
+لأن إذا برسم ال share diagram ال
+
+75
+00:08:05,770 --> 00:08:20,150
+share diagram لهذه هيكون هيكون
+
+76
+00:08:20,150 --> 00:08:25,330
+ديمتين ناقصة
+
+77
+00:08:25,330 --> 00:08:34,280
+ميةهي ناقص اربعمية وهي نياش متين هذا نياش ال sheer
+
+78
+00:08:34,280 --> 00:08:43,020
+diagram هذا
+
+79
+00:08:43,020 --> 00:08:48,660
+ال sheer diagram المهم
+
+80
+00:08:48,660 --> 00:08:54,700
+ان هنا هتكون سفر هنا هتكون متين في اكم في عشرين
+
+81
+00:08:54,700 --> 00:09:02,520
+متين في عشرينأربعة تلاف نقص أربعة تلاف نقص أربعة
+
+82
+00:09:02,520 --> 00:09:08,740
+مية في عشرة صفر هذا ال moment لأن لو بدرجت عن بي
+
+83
+00:09:08,740 --> 00:09:14,440
+بي جاي في النص بين a و c المراتو هتكون ال moment
+
+84
+00:09:14,440 --> 00:09:24,200
+عن بي ألفين هذا في ال XY في ال XY plane نرجع
+
+85
+00:09:27,120 --> 00:09:37,920
+نعمل الشغل نفسه بال XZ plane بال XZ plane نرجع
+
+86
+00:09:37,920 --> 00:09:46,300
+للصورة 3D XZ plane فهي reaction forces بتجاه ال
+
+87
+00:09:46,300 --> 00:09:53,620
+negative Z و ال force عن بيه بتجاه ال positive Z
+
+88
+00:09:56,990 --> 00:10:05,450
+هي ال XZ هي ال Z وعندي
+
+89
+00:10:05,450 --> 00:10:11,150
+1200 عند B باتجاه ال positive Z ما انتوا حاولوا
+
+90
+00:10:11,150 --> 00:10:16,950
+عندهين في reaction عند A و reaction عند D برضه
+
+91
+00:10:16,950 --> 00:10:22,510
+هاخد ال summation moment في
+
+92
+00:10:22,510 --> 00:10:31,700
+اتجاه حوالين Dبساوة صفر هتكون
+
+93
+00:10:31,700 --> 00:10:40,580
+minus تمنمية في تلاتين minus RA في RAZ في تلاتين
+
+94
+00:10:40,580 --> 00:10:44,300
+زائد
+
+95
+00:10:44,300 --> 00:10:54,000
+في عشرين يعني RAZ هتكون الف و اتين
+
+96
+00:10:56,720 --> 00:11:03,700
+في عشرين على تلاتين انا هكون عنده تمانية
+
+97
+00:11:03,700 --> 00:11:08,620
+sumational
+
+98
+00:11:08,620 --> 00:11:20,940
+forces باتجاه ال Z ساوة سفر هكون ساوة لاقص تمانية
+
+99
+00:11:20,940 --> 00:11:24,240
+زائد
+
+100
+00:11:24,240 --> 00:11:36,460
+الف و اتينناقص r dz يعني ر دي زد هتكون
+
+101
+00:11:36,460 --> 00:11:41,060
+تساوي اربعمية
+
+102
+00:11:41,060 --> 00:11:45,040
+ايك
+
+103
+00:11:45,040 --> 00:11:51,740
+حسبناش ال reaction force يعني a و d بجاه ال z axis
+
+104
+00:11:51,740 --> 00:11:56,280
+برضه هعمل ال shear diagram في ال xz plane
+
+105
+00:12:06,620 --> 00:12:13,240
+الحالي يبدو 800 و
+
+106
+00:12:13,240 --> 00:12:25,000
+بعدين ناقص 400 هاي 800 وهي ناقص 400 هذا
+
+107
+00:12:25,000 --> 00:12:30,000
+ال shear ال
+
+108
+00:12:30,000 --> 00:12:36,840
+shear diagrammoment de gram عند B هيكون تمن مية في
+
+109
+00:12:36,840 --> 00:12:42,900
+عشرة تمن تلاف نقص اربعمية في عشرين بتصير سفر عند C
+
+110
+00:12:42,900 --> 00:12:51,460
+هتكون هتكون ايش moment اربعمية في عشرة هيتود تشك
+
+111
+00:12:51,460 --> 00:13:01,560
+من نقطة more critical عند B ولا عند C عند B at
+
+112
+00:13:01,560 --> 00:13:02,220
+B
+
+113
+00:13:04,940 --> 00:13:13,660
+هتكون ال moment م بي الجزر التربيعي اللي
+
+114
+00:13:13,660 --> 00:13:21,460
+هي الفين تربيع صح؟ زائد
+
+115
+00:13:21,460 --> 00:13:29,940
+تمان تلاف تربيع اصوليها
+
+116
+00:13:29,940 --> 00:13:34,520
+وانت سي هتكون الجزر التربيعي
+
+117
+00:13:37,780 --> 00:13:43,180
+لاربع تلاف تربيع زائد
+
+118
+00:13:43,180 --> 00:13:48,060
+اربع تلاف تربيع
+
+119
+00:13:48,060 --> 00:13:49,060
+و C
+
+120
+00:14:12,950 --> 00:14:18,070
+معناته مين هتكون المورة critical عند B ولا C؟ عند
+
+121
+00:14:18,070 --> 00:14:29,430
+B معناته عند ال M B أكبر من ال M C معناته ال B هي
+
+122
+00:14:29,430 --> 00:14:35,070
+ال critical location
+
+123
+00:14:35,070 --> 00:14:39,650
+B
+
+124
+00:14:39,650 --> 00:14:42,130
+هي ال critical location
+
+125
+00:14:43,760 --> 00:14:49,420
+لأن طبعا هاخد انا بي بلس بي بلس بيكون دخل في الحيز
+
+126
+00:14:49,420 --> 00:14:55,660
+يشتغل ال torque انه كيمته الف ستمية مظبوط يعني ما
+
+127
+00:14:55,660 --> 00:14:59,300
+قبل بي لسه ماكانش شغال ال torque بعد ال بي مباشرة
+
+128
+00:14:59,300 --> 00:15:05,560
+اشتغل ال torque يعني هشتغل at XB
+
+129
+00:15:05,560 --> 00:15:11,240
+plus يعني هتكون عشرة انش plus
+
+130
+00:15:16,770 --> 00:15:22,090
+نرجع على الشكل ال 3D انا بدي ارسم و بدي اطلع من ال
+
+131
+00:15:22,090 --> 00:15:26,390
+end view من ال positive x axis هرسم مقطع ال shaft
+
+132
+00:15:26,390 --> 00:15:31,470
+هاي
+
+133
+00:15:31,470 --> 00:15:36,390
+ال Y وهاي
+
+134
+00:15:36,390 --> 00:15:45,150
+ال Z في
+
+135
+00:15:45,150 --> 00:15:45,850
+اتجاه ال
+
+136
+00:15:48,730 --> 00:15:53,750
+ال X Y Plane ال 600 هذي
+
+137
+00:15:53,750 --> 00:15:56,870
+هتخلص السطح ليه انظر compression ولا tension
+
+138
+00:15:56,870 --> 00:16:03,110
+compression معناته ال D to Y هتكون دي هنا
+
+139
+00:16:03,110 --> 00:16:08,870
+compression و
+
+140
+00:16:08,870 --> 00:16:11,370
+هنا تحت tension صح؟ صح
+
+141
+00:16:16,030 --> 00:16:21,770
+ديوتي ديوتي لألف و متين هكون في ال negative زي
+
+142
+00:16:21,770 --> 00:16:24,850
+الأكس هكون اندي compression صح؟ صح هين compression
+
+143
+00:16:24,850 --> 00:16:28,170
+و
+
+144
+00:16:28,170 --> 00:16:31,210
+هين ايه اش tension
+
+145
+00:16:49,650 --> 00:16:55,730
+يعني متوقع يكون
+
+146
+00:16:55,730 --> 00:17:01,710
+ال maximum و ال minimum يعني
+
+147
+00:17:01,710 --> 00:17:06,350
+ال due لهذه هين هين صفر هين كله صفر ال due لهذه
+
+148
+00:17:06,350 --> 00:17:11,890
+هين كله صفر هتكون ايش ال critical some location
+
+149
+00:17:11,890 --> 00:17:19,200
+بين هذه و هذهو بين هذه و هذه ماذا؟ compression لأن
+
+150
+00:17:19,200 --> 00:17:21,400
+بين هذه و هذه ال tension مع compression بيحاولوا
+
+151
+00:17:21,400 --> 00:17:25,760
+يلغوا بعض و برضه هنا ال tension كله بيحاولوا يلغوا
+
+152
+00:17:25,760 --> 00:17:36,120
+بعض لأن ال bending moment due ل ..
+
+153
+00:17:36,120 --> 00:17:41,880
+لسه تبين معناته عندهين tension هيكون عند ال moment
+
+154
+00:17:41,880 --> 00:17:43,380
+الكلية
+
+155
+00:17:47,800 --> 00:17:53,480
+انا بنحكي على ال y axis اللي هو عند ال ستمية طيب
+
+156
+00:17:53,480 --> 00:17:58,960
+حانجي نحسب ال moment عند B الكلية حكينا اللي هي
+
+157
+00:17:58,960 --> 00:18:08,040
+تمتلاف و متين و ستة و أربعين pound force inch
+
+158
+00:18:15,860 --> 00:18:21,600
+الـ Sigma due to bending هتكون تستوى M في C على I
+
+159
+00:18:21,600 --> 00:18:35,180
+بستوى 32 M على I دي تقريبا يعني ال Sigma بيه هتكون
+
+160
+00:18:35,180 --> 00:18:42,280
+تستوى 32 ال moment اللي هي 8246
+
+161
+00:18:45,040 --> 00:18:51,720
+على باى في دى اللى احنا حاكيناه واحد و نص انش واحد
+
+162
+00:18:51,720 --> 00:19:02,460
+و نص انش الكل تكيب حسبوليها اربعة
+
+163
+00:19:02,460 --> 00:19:04,860
+و عشرين الف تنقية ستة تلاتية اربع عشرين الف
+
+164
+00:19:15,310 --> 00:19:19,550
+طب في عندي torsion component تاو ديوتي تورجين
+
+165
+00:19:19,550 --> 00:19:32,170
+هتكون T في R على J هتكون تساوي ستاشر T على باي
+
+166
+00:19:32,170 --> 00:19:40,170
+ديتا كيب يعني هتكون ستاشر تورجين دي أكم؟ ألف ستمية
+
+167
+00:19:41,990 --> 00:19:51,030
+على باي في واحد و نص تكيب ألفين
+
+168
+00:19:51,030 --> 00:20:07,590
+و أربعمية و أربعتاش لأن فيهم صورة 3D أن
+
+169
+00:20:07,590 --> 00:20:09,170
+التمن تلاف
+
+170
+00:20:12,750 --> 00:20:21,470
+هنا تمن تلاف و هنال الفين تمن تلاف و هنال الفين
+
+171
+00:20:21,470 --> 00:20:26,770
+تمن تلاف و هنال الفين تمن تلاف و هنال الفين تمن
+
+172
+00:20:26,770 --> 00:20:32,250
+تلاف و هنال
+
+173
+00:20:32,250 --> 00:20:35,910
+الفين
+
+174
+00:20:38,200 --> 00:20:42,680
+هو خلنا نحكيها التالت انا هكون اعملها العكس ساعة
+
+175
+00:20:42,680 --> 00:20:53,320
+تمان تلاف و الفين هتكون
+
+176
+00:20:53,320 --> 00:20:58,320
+المحصلة جهة بالشكل هذا ما لو تستملكش الزاوية هذه
+
+177
+00:20:58,320 --> 00:21:07,220
+هتكونسنسميها beta تان
+
+178
+00:21:07,220 --> 00:21:17,720
+انفرس للألفين على تمان تلف اربعتاشر
+
+179
+00:21:17,720 --> 00:21:24,680
+اربعتاشر درجة مانا هتكون ال critical location في
+
+180
+00:21:24,680 --> 00:21:25,460
+المنطقة هذه
+
+181
+00:21:32,980 --> 00:21:37,260
+بقى اندي maximum tension و maximum shear اللي هو
+
+182
+00:21:37,260 --> 00:21:43,580
+maximum normal stress اللي هو 24.886 kilo pound
+
+183
+00:21:43,580 --> 00:21:48,140
+per square inch و ال shear due to torsion 2.414
+
+184
+00:21:48,140 --> 00:22:00,400
+kilo pound per square inch طيب
+
+185
+00:22:02,830 --> 00:22:17,270
+في اي سؤال؟ هنخش الموضوع جديد هنرس
+
+186
+00:22:17,270 --> 00:22:22,790
+حالة التورجين في
+
+187
+00:22:22,790 --> 00:22:28,770
+حالة closed thin walled tubes عند انابيب مسكرة
+
+188
+00:22:28,770 --> 00:22:34,360
+المطر بتاعها مغلقيعني زي انبوبة هذه انبوبة مدورة
+
+189
+00:22:34,360 --> 00:22:48,380
+لما تكون انبوبة مدورة و under torsion فعندي torque
+
+190
+00:22:48,380 --> 00:22:59,600
+عليها هيكون ال shear stress بتغير ايه؟ linear صح
+
+191
+00:22:59,600 --> 00:23:01,300
+ال tau
+
+192
+00:23:04,490 --> 00:23:17,270
+بالساوية T في R على J لاحظ عند هنا يعني
+
+193
+00:23:17,270 --> 00:23:23,190
+على البوب من برا هي قيمة ال share stress على البوب
+
+194
+00:23:23,190 --> 00:23:28,980
+من جوا هي قيمة ال share stress وهذا ال thicknessT
+
+195
+00:23:28,980 --> 00:23:32,960
+لأن كل ما يقل ال thickness كل من هذا ال value
+
+196
+00:23:32,960 --> 00:23:39,140
+بتكتر من هذا ال value صح كل ما يقل ال thickness
+
+197
+00:23:39,140 --> 00:23:45,360
+يعني اذا كان ال thickness اقل بكتير من ال R او ال
+
+198
+00:23:45,360 --> 00:23:52,660
+thickness صغير بالمقارنة مع R بيصير تقريبا تاو في
+
+199
+00:23:52,660 --> 00:23:53,940
+T
+
+200
+00:23:56,180 --> 00:24:10,280
+في T بالساوياش constant يعني
+
+201
+00:24:10,280 --> 00:24:18,980
+ال Tao هتكون سوى some constant على ال T يعني share
+
+202
+00:24:18,980 --> 00:24:20,320
+stress level
+
+203
+00:24:23,020 --> 00:24:29,500
+بردفع كل ما قال ال thickness لو ثبتنا القطر يعني
+
+204
+00:24:29,500 --> 00:24:34,480
+لو كانت هذه الأنبوبة مصممة هي نحكي الحالة one
+
+205
+00:24:34,480 --> 00:24:43,040
+extreme ال shear stress هكون أقل لأن ال I كبيرة
+
+206
+00:24:43,040 --> 00:24:47,160
+وروح تعمل فيها فتحة مات الفتحة و thickness اخميل
+
+207
+00:24:47,160 --> 00:24:54,510
+ال I أشمالها هسير فيهاهتزيد ال I هتقل او الجيه
+
+208
+00:24:54,510 --> 00:25:00,130
+هتقل مهما تشير ال stress ايش معله هيزيد كل ما اقل
+
+209
+00:25:00,130 --> 00:25:07,050
+ال thickness ال share stress بزيد فهتكون ال tau
+
+210
+00:25:07,050 --> 00:25:19,250
+بيساوي C على T لان عشان احسب او ال torque لو
+
+211
+00:25:19,250 --> 00:25:20,150
+أخدت element هنا
+
+212
+00:25:28,160 --> 00:25:34,420
+هيكون في عندى force ال duty shear F التر هيكون F
+
+213
+00:25:34,420 --> 00:25:42,080
+في ال radius R يعني
+
+214
+00:25:42,080 --> 00:25:49,780
+هيكون ال F عبارة عن shear في
+
+215
+00:25:49,780 --> 00:25:56,120
+ال thickness فيها
+
+216
+00:25:56,120 --> 00:25:56,960
+لطول وقياش ال DS
+
+217
+00:25:59,910 --> 00:26:03,930
+هذه ال force في
+
+218
+00:26:03,930 --> 00:26:09,550
+الارة طبعا هذه دي ال torque او infinitesimal
+
+219
+00:26:09,550 --> 00:26:21,130
+torque معناته ال torque هكون تكامل تاو ت ار دي اس
+
+220
+00:26:21,130 --> 00:26:31,130
+احنا حكينا تاو ت اشمالها مع بعضconstant تكامل تاو
+
+221
+00:26:31,130 --> 00:26:35,310
+تي
+
+222
+00:26:35,310 --> 00:26:42,510
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+223
+00:26:42,510 --> 00:26:43,070
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+224
+00:26:43,070 --> 00:26:48,510
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو
+
+225
+00:26:48,510 --> 00:26:53,590
+تي تاو تي تاو
+
+226
+00:27:00,350 --> 00:27:07,730
+المساحة هذه كلها دسمها
+
+227
+00:27:07,730 --> 00:27:16,630
+DAM بس نص مساحة القاعدة نص
+
+228
+00:27:16,630 --> 00:27:25,890
+مساحة القاعدة اللي هي القاعدة DS في R في
+
+229
+00:27:25,890 --> 00:27:26,130
+R
+
+230
+00:27:29,450 --> 00:27:35,050
+لو ضربت الطرفين باتنين دي
+
+231
+00:27:35,050 --> 00:27:45,970
+اقم بيستوى rds لو أخدت تكامل للطرفين هذا بيعطي
+
+232
+00:27:45,970 --> 00:27:55,390
+اتنين اقم بيستوى تكامل rds معناته هذا ال torque T
+
+233
+00:27:55,390 --> 00:28:08,020
+هيكون سوىفي T في اتنين AM اللي
+
+234
+00:28:08,020 --> 00:28:11,160
+هي هذه العلاقة معناه تشير ال stress في حالة thin
+
+235
+00:28:11,160 --> 00:28:22,000
+wall tube التاو هكون سوى T على T اتنين T AM الامر
+
+236
+00:28:22,000 --> 00:28:28,880
+هي ال AM هي ال area enclosed bysection median line
+
+237
+00:28:28,880 --> 00:28:35,760
+الام هي مساحة هذا ال medium line الخط اللي في
+
+238
+00:28:35,760 --> 00:28:41,000
+المصر اللي هي بين ال inside و الoutside مساحة
+
+239
+00:28:41,000 --> 00:28:51,980
+الدائرة المتوسطة مساحة الدائرة المتوسطة ال
+
+240
+00:28:51,980 --> 00:28:54,280
+angle of twist per unit length في حالة thin world
+
+241
+00:28:58,430 --> 00:29:06,270
+Tube لكل واحدة الطول بيستوى T LM على 4 GAM تربيع T
+
+242
+00:29:06,270 --> 00:29:14,390
+ال LM هي طول ال section middle line يعني في الحالة
+
+243
+00:29:14,390 --> 00:29:19,970
+هذه الطول هذه الدائرة طول هذه الدائرة دائرة اللي
+
+244
+00:29:19,970 --> 00:29:23,970
+في النص اللي هي مانعتش مثل هذه محيط الدائرة اللي
+
+245
+00:29:23,970 --> 00:29:24,390
+في النص
+
+246
+00:29:29,490 --> 00:29:33,830
+تشوف مثال a
+
+247
+00:29:33,830 --> 00:29:54,630
+welded
+
+248
+00:29:54,630 --> 00:30:03,720
+steel tubeis forty inch long في عندي انبوب حديد
+
+249
+00:30:03,720 --> 00:30:15,360
+طولها اربعين انش الطول للانبوب اربعين انش الانبوبة
+
+250
+00:30:15,360 --> 00:30:22,180
+دي مقطعها مستطيل العرض تلاتة اربعين ستة انش
+
+251
+00:30:22,180 --> 00:30:31,880
+وارتفاعتي نص انشو سماكة الإنبوب تمون انش تلاتة
+
+252
+00:30:31,880 --> 00:30:39,140
+أسنة و عشرة في اتنين و نص في تمون Assume
+
+253
+00:30:39,140 --> 00:30:43,020
+اللابل shear stress of 11.5 kilo pound per square
+
+254
+00:30:43,020 --> 00:30:52,100
+inch يعني ال tau اللابل المسموح فيه 11.5 kilo
+
+255
+00:30:52,100 --> 00:31:00,970
+pound per square inchعند أشير modulus GE ساعة و
+
+256
+00:31:00,970 --> 00:31:10,030
+أحداشر و نص ميجاباوت لكل إنش مربعة estimate
+
+257
+00:31:10,030 --> 00:31:14,250
+ده اللي هو ال torque احسب قيمة العزم المسموح فيه
+
+258
+00:31:14,250 --> 00:31:15,770
+على النبوب هذه يعني النبوب
+
+259
+00:31:29,210 --> 00:31:33,850
+عليها torque العرض
+
+260
+00:31:33,850 --> 00:31:41,030
+بتاعها تلاتة وستة ومعاشرة انش والارتفاع
+
+261
+00:31:41,030 --> 00:31:47,510
+اتنين ونص انش والسمكة
+
+262
+00:31:47,510 --> 00:31:49,930
+top one inch
+
+263
+00:31:56,960 --> 00:32:01,860
+والـ allowable shear stress due to applied torque
+
+264
+00:32:01,860 --> 00:32:07,440
+مسموح لـ 18.5 kilo pound per square inch احسب ال
+
+265
+00:32:07,440 --> 00:32:13,000
+allowable torque بعد ال thin wall ال allowable
+
+266
+00:32:13,000 --> 00:32:23,700
+torque بالساوية او ال tau بالساوية T على 2 AM في
+
+267
+00:32:23,700 --> 00:32:29,630
+ال thickness يعني ال torque هتكون ساوية 2تاو اقم
+
+268
+00:32:29,630 --> 00:32:36,070
+في T طيب
+
+269
+00:32:36,070 --> 00:32:52,490
+ال T أكمل انه سمك الانبوب طمون انش ال اقم هي
+
+270
+00:32:52,490 --> 00:32:58,020
+مساحةالـ median cross section لأ المستطيل اللى جاى
+
+271
+00:32:58,020 --> 00:33:04,360
+فى المص هي العكوان دى
+
+272
+00:33:04,360 --> 00:33:16,100
+هذا
+
+273
+00:33:16,100 --> 00:33:17,100
+شبه أعظم مستطيل
+
+274
+00:33:31,980 --> 00:33:44,920
+تلاتة point أربع سبعة خمسة انش و البعد هذا اتنين
+
+275
+00:33:44,920 --> 00:33:49,200
+point تلاتة سبعة خمسة انش
+
+276
+00:33:53,550 --> 00:33:59,290
+مظبوط الأرقام؟ اتنين صحيح اتنين point تلاتة سبعة
+
+277
+00:33:59,290 --> 00:34:07,270
+خمسة معناته الام هتساوي اللي هي تلاتة point اربع
+
+278
+00:34:07,270 --> 00:34:13,070
+سبعة خمسة في اتنين point تلاتة سبعة خمسة هذه الام
+
+279
+00:34:13,070 --> 00:34:18,310
+معناته
+
+280
+00:34:18,310 --> 00:34:21,930
+ال torque هتكون تساوي اتنين في التوقع اللابو اللي
+
+281
+00:34:21,930 --> 00:34:28,940
+هواحداش و نص في الف في
+
+282
+00:34:28,940 --> 00:34:36,600
+ال ا ام اللى حسبناها اكم اتنين
+
+283
+00:34:36,600 --> 00:34:46,420
+خمس تلاتة انش مربع في اتنين point اتنين خمسة في
+
+284
+00:34:46,420 --> 00:34:51,560
+التمانية تلاتة هيطلع اللعب التورك اكم
+
+285
+00:35:13,290 --> 00:35:19,970
+مية تسعين الف بالظبط pound
+
+286
+00:35:19,970 --> 00:35:29,190
+force في انش هذا
+
+287
+00:35:29,190 --> 00:35:31,690
+اللي اللي هو اقول torque
+
+288
+00:35:38,550 --> 00:35:43,770
+estimate the angle of twist due to the torque ال
+
+289
+00:35:43,770 --> 00:35:55,250
+angle of twist ليه theta ليه
+
+290
+00:35:55,250 --> 00:36:07,810
+T LM على 4G AM
+
+291
+00:36:31,270 --> 00:36:34,070
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+292
+00:36:34,070 --> 00:36:34,210
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+293
+00:36:34,210 --> 00:36:34,250
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+294
+00:36:34,250 --> 00:36:34,470
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+295
+00:36:34,470 --> 00:36:34,490
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+296
+00:36:34,490 --> 00:36:34,750
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+297
+00:36:34,750 --> 00:36:34,770
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+298
+00:36:34,770 --> 00:36:34,790
+تربية تربية ترب
+
+299
+00:36:49,290 --> 00:36:54,250
+طيب القلم هتكون المحيط بتاع المساطير اللي في النص
+
+300
+00:36:54,250 --> 00:37:03,630
+اللي هو هيكون اتنين في اتنين point تلاتة سبعة خمسة
+
+301
+00:37:03,630 --> 00:37:11,170
+زائد تلاتة point اربعة سبعة خمسة
+
+302
+00:37:11,170 --> 00:37:13,890
+احداشر
+
+303
+00:37:15,330 --> 00:37:24,390
+فاصلة سبعة انش معناه تالتة هتكون تساوي بدي أحطه
+
+304
+00:37:24,390 --> 00:37:27,470
+لحدات عشان توضح ليش ال tour candy اللي هو تلاتة و
+
+305
+00:37:27,470 --> 00:37:37,590
+عشرين ألف سبعة مية و تلاتين pound force inch في
+
+306
+00:37:37,590 --> 00:37:43,090
+القلقم أحداشر من سبعة inch
+
+307
+00:37:44,880 --> 00:37:52,780
+على أربعة في جيه اللي هي أحداشر و نص في عشر عقل
+
+308
+00:37:52,780 --> 00:38:07,640
+ستة pound force على انش تربيع في ال AM اللي هي
+
+309
+00:38:07,640 --> 00:38:13,980
+تمانية point اتنين خمسة تلاتة تربيع انش تربيع انش
+
+310
+00:38:13,980 --> 00:38:18,610
+قصة أربعةفي ال thickness الى واحد على تمانية
+
+311
+00:38:18,610 --> 00:38:28,890
+thickness
+
+312
+00:38:28,890 --> 00:38:34,470
+واحدة على تمانية point واحد اتنين خمسة
+
+313
+00:38:34,470 --> 00:38:36,030
+انش
+
+314
+00:38:43,530 --> 00:38:45,710
+يعني اللحظة اللي حدثت هنا pound force بتروح من
+
+315
+00:38:45,710 --> 00:38:52,730
+pound force عند هنا انش تربيع هين انش تربيع هين
+
+316
+00:38:52,730 --> 00:38:59,010
+انش تربيع بتروح فهتطلع هذه ال radians لكل انش يعني
+
+317
+00:38:59,010 --> 00:39:03,970
+لكل انش اسمه ليها لكل انش طول
+
+318
+00:39:27,800 --> 00:39:35,860
+7.089 radian
+
+319
+00:39:35,860 --> 00:39:46,670
+لكل انش الطول بقى كم؟ 4 انشهتكون theta one في L
+
+320
+00:39:46,670 --> 00:39:51,570
+يعني هتكون اضرب ساعة point صفر تمانية ساعة في عشرة
+
+321
+00:39:51,570 --> 00:39:59,630
+سالف اربعة في اربعين صفر point صفر اتنين تمانية
+
+322
+00:39:59,630 --> 00:40:09,410
+تلاتة خمسة radians لو ده حوله ل degrees هضربه في
+
+323
+00:40:09,410 --> 00:40:10,430
+مية و تمانية على باي
+
+324
+00:40:21,570 --> 00:40:27,870
+يعني هتكون .. هتصير twist دوران عند الطرف قيمة
+
+325
+00:40:27,870 --> 00:40:30,990
+واحد point zero اتنين اربعة degrees او point zero
+
+326
+00:40:30,990 --> 00:40:39,030
+اتنين تمانية تلاتة خمسة radians فاي سؤال؟ هيك و
+
+327
+00:40:39,030 --> 00:40:40,670
+خلصنا المحاضرة، تقبل عارف؟
+
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.json b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..d550430d9fdf4da1947d8676e68976cea8c5f0bc
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.json
@@ -0,0 +1 @@
+{"segments": [{"id": 1, "seek": 3385, "start": 5.87, "end": 33.85, "text": "بسم الله الرحمن الرحيم السلام عليكم ورحمة الله وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة الفاترة حلنا example على ال torsion و ال bending في circular و rectangular cross sections هنحل اليوم كمان مثالي مثال نشوف ممكن نعمل compound bending في مستويين نطلع المثال في عندي shaft", "tokens": [3555, 38251, 21984, 34892, 5016, 27842, 34892, 5016, 32640, 21136, 37440, 25894, 24793, 4032, 2288, 35571, 3660, 21984, 4032, 26890, 4117, 9307, 3224, 8032, 1863, 24793, 1211, 8978, 3714, 18513, 3660, 6055, 9381, 2304, 32640, 16247, 1211, 9307, 36764, 24401, 9673, 5016, 46958, 25720, 27188, 9307, 25720, 11331, 1211, 8315, 1365, 15844, 2423, 3930, 82, 313, 4032, 2423, 22487, 8978, 16476, 4032, 31167, 3278, 10863, 8032, 1863, 5016, 1211, 45595, 20498, 9122, 2304, 7649, 50113, 6027, 1829, 50113, 6027, 8717, 8592, 38688, 3714, 43020, 8717, 25957, 1211, 14154, 22487, 8978, 3714, 14851, 45865, 9957, 8717, 9566, 1211, 3615, 9673, 12984, 6027, 8978, 18871, 16254, 18467], "avg_logprob": -0.15241745297076567, "compression_ratio": 1.7470355731225296, "no_speech_prob": 1.7881393432617188e-07, "words": [{"start": 5.87, "end": 6.25, "word": "بسم", "probability": 0.8525390625}, {"start": 6.25, "end": 6.49, "word": " الله", "probability": 0.96142578125}, {"start": 6.49, "end": 6.89, "word": " الرحمن", "probability": 0.97216796875}, {"start": 6.89, "end": 7.21, "word": " الرحيم", "probability": 0.9931640625}, {"start": 7.21, "end": 7.55, "word": " السلام", "probability": 0.93359375}, {"start": 7.55, "end": 7.99, "word": " عليكم", "probability": 0.942138671875}, {"start": 7.99, "end": 8.35, "word": " ورحمة", "probability": 0.9029541015625}, {"start": 8.35, "end": 8.53, "word": " الله", "probability": 0.9697265625}, {"start": 8.53, "end": 9.07, "word": " وبركاته", "probability": 0.98671875}, {"start": 9.07, "end": 9.61, "word": " هنكمل", "probability": 0.81268310546875}, {"start": 9.61, "end": 9.75, "word": " في", 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"end": 785.6, "word": " ال", "probability": 0.76171875}, {"start": 785.6, "end": 785.9, "word": " moment", "probability": 0.7578125}, {"start": 785.9, "end": 786.36, "word": " م", "probability": 0.206298828125}, {"start": 786.36, "end": 789.08, "word": " بي", "probability": 0.5848388671875}, {"start": 789.08, "end": 789.88, "word": " الجزر", "probability": 0.8655598958333334}, {"start": 789.88, "end": 790.62, "word": " التربيعي", "probability": 0.751953125}, {"start": 790.62, "end": 793.66, "word": " اللي", "probability": 0.775634765625}, {"start": 793.66, "end": 793.88, "word": " هي", "probability": 0.666015625}, {"start": 793.88, "end": 794.32, "word": " الفين", "probability": 0.819091796875}, {"start": 794.32, "end": 794.9, "word": " تربيع", "probability": 0.8031005859375}, {"start": 794.9, "end": 797.42, "word": " صح؟", "probability": 0.5654296875}, {"start": 797.42, "end": 801.46, "word": " زائد", "probability": 0.7902018229166666}, {"start": 801.46, "end": 803.6, "word": " تمان", "probability": 0.90380859375}, {"start": 803.6, "end": 803.86, "word": " تلاف", "probability": 0.5635579427083334}, {"start": 803.86, "end": 804.4, "word": " تربيع", "probability": 0.9111328125}, {"start": 804.4, "end": 809.94, "word": " اصوليها", "probability": 0.698095703125}, {"start": 809.94, "end": 811.52, "word": " وانت", "probability": 0.6751302083333334}, {"start": 811.52, "end": 811.82, "word": " سي", "probability": 0.65673828125}, {"start": 811.82, "end": 813.58, "word": " هتكون", "probability": 0.8756510416666666}, {"start": 813.58, "end": 813.9, "word": " الجزر", "probability": 0.9638671875}, {"start": 813.9, "end": 814.52, "word": " التربيعي", "probability": 0.96650390625}], "temperature": 1.0}, {"id": 30, "seek": 82906, "start": 817.78, "end": 829.06, "text": "لاربع تلاف تربيع زائد اربع تلاف تربيع و C", "tokens": [1211, 9640, 3555, 3615, 6055, 1211, 31845, 6055, 2288, 21292, 3615, 30767, 16373, 3215, 1975, 25513, 3615, 6055, 1211, 31845, 6055, 2288, 21292, 3615, 4032, 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"word": " و", "probability": 0.765625}, {"start": 1193.43, "end": 1194.23, "word": " أربعتاش", "probability": 0.8116455078125}, {"start": 1194.23, "end": 1195.59, "word": " لأن", "probability": 0.680419921875}, {"start": 1195.59, "end": 1196.07, "word": " فيهم", "probability": 0.759033203125}, {"start": 1196.07, "end": 1196.49, "word": " صورة", "probability": 0.9837239583333334}, {"start": 1196.49, "end": 1198.03, "word": " 3D", "probability": 0.83837890625}, {"start": 1198.03, "end": 1207.59, "word": " أن", "probability": 0.576171875}, {"start": 1207.59, "end": 1208.51, "word": " التمن", "probability": 0.56109619140625}, {"start": 1208.51, "end": 1209.17, "word": " تلاف", "probability": 0.8230794270833334}], "temperature": 1.0}, {"id": 43, "seek": 123591, "start": 1212.75, "end": 1235.91, "text": "هنا تمن تلاف و هنال الفين تمن تلاف و هنال الفين تمن تلاف و هنال الفين تمن تلاف و هنال الفين تمن تلاف و هنال الفين", "tokens": [3224, 8315, 6055, 27842, 6055, 15040, 5172, 4032, 8032, 1863, 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.srt b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..5c7581817a296241d4cfba5d50c5aa64067fe966
--- /dev/null
+++ b/PL9fwy3NUQKwY6qzXLzmoVL_jsaxLYvovw/y9DO5ogRmDs_raw.srt
@@ -0,0 +1,1340 @@
+1
+00:00:05,870 --> 00:00:08,530
+بسم الله الرحمن الرحيم السلام عليكم ورحمة الله
+
+2
+00:00:08,530 --> 00:00:13,410
+وبركاته هنكمل في مادة تصميم الألات واحد المحاضرة
+
+3
+00:00:13,410 --> 00:00:19,430
+الفاترة حلنا example على ال torsion و ال bending
+
+4
+00:00:19,430 --> 00:00:23,670
+في circular و rectangular cross sections هنحل
+
+5
+00:00:23,670 --> 00:00:28,670
+اليوم كمان مثالي مثال نشوف ممكن نعمل compound
+
+6
+00:00:28,670 --> 00:00:36,390
+bending في مستويين نطلع المثال في عندي shaftراكب
+
+7
+00:00:36,390 --> 00:00:45,960
+عليه بكرتينبكر عند B و بكر عند C البكر عند B قطرها
+
+8
+00:00:45,960 --> 00:00:53,100
+اربع انش البكر عند C تمانية انش ال shaft في عند
+
+9
+00:00:53,100 --> 00:00:57,940
+عشرة انش عشرة عشرة تلاتين انش it's simply
+
+10
+00:00:57,940 --> 00:01:03,680
+supported عند نقطة A و عند نقطة D ال X axis جاي في
+
+11
+00:01:03,680 --> 00:01:07,940
+محور الشافت ال Y زي ال plane عمودي على محور الشافت
+
+12
+00:01:09,570 --> 00:01:22,810
+قطر الشرط واحد و نص انش ديامتر طيب
+
+13
+00:01:22,810 --> 00:01:30,550
+عند B حكينا القطر ال D بتاعة ال poly عند نقطة B
+
+14
+00:01:30,550 --> 00:01:39,050
+سواء اربعة انش و القطر لل poly عند C تمانية انش
+
+15
+00:01:43,430 --> 00:01:46,410
+Considering bending and torsional stresses only
+
+16
+00:01:46,410 --> 00:01:48,930
+determine locations and magnitudes of greatest
+
+17
+00:01:48,930 --> 00:01:51,390
+tensile compressive and shear stresses in the
+
+18
+00:01:51,390 --> 00:01:55,130
+shaft إذا
+
+19
+00:01:55,130 --> 00:01:59,750
+بنتطلع على ال loadingأنا عند البكر مقاتل عليها
+
+20
+00:01:59,750 --> 00:02:06,050
+load ألف pound و متين pound عند بيه and c في
+
+21
+00:02:06,050 --> 00:02:10,530
+خمسمية و في مية لأن ال force لو بدى أنقلها لل
+
+22
+00:02:10,530 --> 00:02:18,430
+center هتنتقل على شكل force و moment فلما
+
+23
+00:02:18,430 --> 00:02:24,890
+انقلها عند بيه هكون عنديبالاتجاه هذا اللى هو
+
+24
+00:02:24,890 --> 00:02:31,230
+باتجاه ال negative x axis هكون عندى الف اللى هو ال
+
+25
+00:02:31,230 --> 00:02:34,830
+torque عند بيه
+
+26
+00:02:34,830 --> 00:02:39,250
+بيكون باتجاه ال negative x axis اللى هكون minus
+
+27
+00:02:39,250 --> 00:02:48,450
+الف في ال radius اللى هو اتنين المتين
+
+28
+00:02:48,450 --> 00:02:51,390
+بتعمل في ال positive x axis زائد متين
+
+29
+00:02:54,330 --> 00:03:00,370
+في اتنين يعني هتكون اندي ناقص الفين زي اكتر
+
+30
+00:03:00,370 --> 00:03:13,910
+اربعمية يناقص الف وستمية pound force inch الاندي
+
+31
+00:03:13,910 --> 00:03:21,990
+هتكون الف و متين بيكون الف و متين يعني هتتقلألف و
+
+32
+00:03:21,990 --> 00:03:27,970
+متين pound اللي هي هذه فنقلت ال forces عن المحيط
+
+33
+00:03:27,970 --> 00:03:32,230
+للنص صارت عندي ألف و متين pound force وعندي اللي
+
+34
+00:03:32,230 --> 00:03:37,270
+هو torsional moment باتجاه ال negative axis بقيمة
+
+35
+00:03:37,270 --> 00:03:45,670
+الف ستمية pound force عند C عند
+
+36
+00:03:45,670 --> 00:03:53,650
+C torsional عند C انا هالقلالخمسمية والمية لل
+
+37
+00:03:53,650 --> 00:03:58,630
+center هتكون خمسمية في اتجاه ال positive x axis
+
+38
+00:03:58,630 --> 00:04:09,810
+خمسمية في أربعة ناقص مية في أربعة يعني هتكون دي
+
+39
+00:04:09,810 --> 00:04:15,830
+ألفين ناقص أربعة مية يعني ألف ست ميت
+
+40
+00:04:21,260 --> 00:04:28,620
+فى انش فى اتجاه ال positive x axis و force كمية
+
+41
+00:04:28,620 --> 00:04:35,620
+خمسمية زي ادمية ستميةB صار الـ shaft في الف و بتين
+
+42
+00:04:35,620 --> 00:04:39,880
+pound باتجاه الـ positive z axis وفي torsion
+
+43
+00:04:39,880 --> 00:04:44,940
+stress باتجاه الـ negative x قيمته الف ستمية and C
+
+44
+00:04:44,940 --> 00:04:47,700
+فيان ال torsion stress قيمته الف ستمية pound force
+
+45
+00:04:47,700 --> 00:04:51,860
+باتجاه ال positive x axis وفيان الستمية باتجاه ال
+
+46
+00:04:51,860 --> 00:04:58,660
+negative y axis لاحظوا الألف و بتين هنا الألف و
+
+47
+00:04:58,660 --> 00:05:07,530
+بتينبتعمل bending حوالين ال y axis و ال 600 بتعمل
+
+48
+00:05:07,530 --> 00:05:12,490
+bending حوالين ال z axis معناته أنا مضطر اشتغل في
+
+49
+00:05:12,490 --> 00:05:18,970
+مستوى يعني اشتغل في مستوى ال x y plane و ال x z
+
+50
+00:05:18,970 --> 00:05:26,090
+plane في ال x y plane و ال x z plane في ال x y
+
+51
+00:05:26,090 --> 00:05:27,350
+plane هنطلع
+
+52
+00:05:29,890 --> 00:05:41,390
+هاي ال Y هاي ال X في
+
+53
+00:05:41,390 --> 00:05:46,170
+ال XY plane هكون عندي reaction force بالتجاه ال Y
+
+54
+00:05:46,170 --> 00:05:50,750
+عند A و reaction force بالتجاه ال Y عند D و في
+
+55
+00:05:50,750 --> 00:05:56,080
+force بالتجاه ال negative Y عشان نتذكرففي عندي ..
+
+56
+00:05:56,080 --> 00:06:02,080
+بيصير عندي النقاط a و b و c و d عند c فيه ستمية
+
+57
+00:06:02,080 --> 00:06:06,740
+لتحت طبعا عشان اعود لل reaction عند a باتجاه ال y
+
+58
+00:06:06,740 --> 00:06:14,420
+باخد summation of forces حوالين d لان
+
+59
+00:06:14,420 --> 00:06:22,060
+احنا نحكي x y plain بداخل summation of forces عن d
+
+60
+00:06:22,060 --> 00:06:24,540
+بالساوية
+
+61
+00:06:26,080 --> 00:06:31,800
+zero هيكون
+
+62
+00:06:31,800 --> 00:06:41,740
+عندي ناقص ناقص متين في تلاتين او
+
+63
+00:06:41,740 --> 00:06:49,200
+ناقص نسميه راي ناقص راي
+
+64
+00:06:49,200 --> 00:06:51,800
+في تلاتين
+
+65
+00:06:56,390 --> 00:07:04,430
+زائد ستمية في عشرة زائد
+
+66
+00:07:04,430 --> 00:07:13,230
+ستمية في عشرة زائد ستمية في عشرة زائد
+
+67
+00:07:13,230 --> 00:07:23,090
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+68
+00:07:23,090 --> 00:07:24,150
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+69
+00:07:24,150 --> 00:07:24,150
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+70
+00:07:24,150 --> 00:07:24,210
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+71
+00:07:24,210 --> 00:07:24,210
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+72
+00:07:24,210 --> 00:07:24,210
+زائد زائد زائد زائد زائد زائد زائد زائد زائد زائد
+
+73
+00:07:24,210 --> 00:07:26,840
+زائد زائد زائد زائبعدين باخد summation لل forces
+
+74
+00:07:26,840 --> 00:07:32,500
+باتجاه ال Y هتكون
+
+75
+00:07:32,500 --> 00:07:46,320
+عندى 200 مقص 600 زائد RDY يعني ر دي واي حتي تسوى
+
+76
+00:07:46,320 --> 00:07:49,060
+أربعمية pound force
+
+77
+00:07:58,730 --> 00:08:05,770
+لأن إذا برسم ال share diagram ال
+
+78
+00:08:05,770 --> 00:08:20,150
+share diagram لهذه هيكون هيكون
+
+79
+00:08:20,150 --> 00:08:25,330
+ديمتين ناقصة
+
+80
+00:08:25,330 --> 00:08:34,280
+ميةهي ناقص اربعمية وهي نياش متين هذا نياش ال sheer
+
+81
+00:08:34,280 --> 00:08:43,020
+diagram هذا
+
+82
+00:08:43,020 --> 00:08:48,660
+ال sheer diagram المهم
+
+83
+00:08:48,660 --> 00:08:54,700
+ان هنا هتكون سفر هنا هتكون متين في اكم في عشرين
+
+84
+00:08:54,700 --> 00:09:02,520
+متين في عشرينأربعة تلاف نقص أربعة تلاف نقص أربعة
+
+85
+00:09:02,520 --> 00:09:08,740
+مية في عشرة صفر هذا ال moment لأن لو بدرجت عن بي
+
+86
+00:09:08,740 --> 00:09:14,440
+بي جاي في النص بين a و c المراتو هتكون ال moment
+
+87
+00:09:14,440 --> 00:09:24,200
+عن بي ألفين هذا في ال XY في ال XY plane نرجع
+
+88
+00:09:27,120 --> 00:09:37,920
+نعمل الشغل نفسه بال XZ plane بال XZ plane نرجع
+
+89
+00:09:37,920 --> 00:09:46,300
+للصورة 3D XZ plane فهي reaction forces بتجاه ال
+
+90
+00:09:46,300 --> 00:09:53,620
+negative Z و ال force عن بيه بتجاه ال positive Z
+
+91
+00:09:56,990 --> 00:10:05,450
+هي ال XZ هي ال Z وعندي
+
+92
+00:10:05,450 --> 00:10:11,150
+1200 عند B باتجاه ال positive Z ما انتوا حاولوا
+
+93
+00:10:11,150 --> 00:10:16,950
+عندهين في reaction عند A و reaction عند D برضه
+
+94
+00:10:16,950 --> 00:10:22,510
+هاخد ال summation moment في
+
+95
+00:10:22,510 --> 00:10:31,700
+اتجاه حوالين Dبساوة صفر هتكون
+
+96
+00:10:31,700 --> 00:10:40,580
+minus تمنمية في تلاتين minus RA في RAZ في تلاتين
+
+97
+00:10:40,580 --> 00:10:44,300
+زائد
+
+98
+00:10:44,300 --> 00:10:54,000
+في عشرين يعني RAZ هتكون الف و اتين
+
+99
+00:10:56,720 --> 00:11:03,700
+في عشرين على تلاتين انا هكون عنده تمانية
+
+100
+00:11:03,700 --> 00:11:08,620
+sumational
+
+101
+00:11:08,620 --> 00:11:20,940
+forces باتجاه ال Z ساوة سفر هكون ساوة لاقص تمانية
+
+102
+00:11:20,940 --> 00:11:24,240
+زائد
+
+103
+00:11:24,240 --> 00:11:36,460
+الف و اتينناقص r dz يعني ر دي زد هتكون
+
+104
+00:11:36,460 --> 00:11:41,060
+تساوي اربعمية
+
+105
+00:11:41,060 --> 00:11:45,040
+ايك
+
+106
+00:11:45,040 --> 00:11:51,740
+حسبناش ال reaction force يعني a و d بجاه ال z axis
+
+107
+00:11:51,740 --> 00:11:56,280
+برضه هعمل ال shear diagram في ال xz plane
+
+108
+00:12:06,620 --> 00:12:13,240
+الحالي يبدو 800 و
+
+109
+00:12:13,240 --> 00:12:25,000
+بعدين ناقص 400 هاي 800 وهي ناقص 400 هذا
+
+110
+00:12:25,000 --> 00:12:30,000
+ال shear ال
+
+111
+00:12:30,000 --> 00:12:36,840
+shear diagrammoment de gram عند B هيكون تمن مية في
+
+112
+00:12:36,840 --> 00:12:42,900
+عشرة تمن تلاف نقص اربعمية في عشرين بتصير سفر عند C
+
+113
+00:12:42,900 --> 00:12:51,460
+هتكون هتكون ايش moment اربعمية في عشرة هيتود تشك
+
+114
+00:12:51,460 --> 00:13:01,560
+من نقطة more critical عند B ولا عند C عند B at
+
+115
+00:13:01,560 --> 00:13:02,220
+B
+
+116
+00:13:04,940 --> 00:13:13,660
+هتكون ال moment م بي الجزر التربيعي اللي
+
+117
+00:13:13,660 --> 00:13:21,460
+هي الفين تربيع صح؟ زائد
+
+118
+00:13:21,460 --> 00:13:29,940
+تمان تلاف تربيع اصوليها
+
+119
+00:13:29,940 --> 00:13:34,520
+وانت سي هتكون الجزر التربيعي
+
+120
+00:13:37,780 --> 00:13:43,180
+لاربع تلاف تربيع زائد
+
+121
+00:13:43,180 --> 00:13:48,060
+اربع تلاف تربيع
+
+122
+00:13:48,060 --> 00:13:49,060
+و C
+
+123
+00:14:12,950 --> 00:14:18,070
+معناته مين هتكون المورة critical عند B ولا C؟ عند
+
+124
+00:14:18,070 --> 00:14:29,430
+B معناته عند ال M B أكبر من ال M C معناته ال B هي
+
+125
+00:14:29,430 --> 00:14:35,070
+ال critical location
+
+126
+00:14:35,070 --> 00:14:39,650
+B
+
+127
+00:14:39,650 --> 00:14:42,130
+هي ال critical location
+
+128
+00:14:43,760 --> 00:14:49,420
+لأن طبعا هاخد انا بي بلس بي بلس بيكون دخل في الحيز
+
+129
+00:14:49,420 --> 00:14:55,660
+يشتغل ال torque انه كيمته الف ستمية مظبوط يعني ما
+
+130
+00:14:55,660 --> 00:14:59,300
+قبل بي لسه ماكانش شغال ال torque بعد ال بي مباشرة
+
+131
+00:14:59,300 --> 00:15:05,560
+اشتغل ال torque يعني هشتغل at XB
+
+132
+00:15:05,560 --> 00:15:11,240
+plus يعني هتكون عشرة انش plus
+
+133
+00:15:16,770 --> 00:15:22,090
+نرجع على الشكل ال 3D انا بدي ارسم و بدي اطلع من ال
+
+134
+00:15:22,090 --> 00:15:26,390
+end view من ال positive x axis هرسم مقطع ال shaft
+
+135
+00:15:26,390 --> 00:15:31,470
+هاي
+
+136
+00:15:31,470 --> 00:15:36,390
+ال Y وهاي
+
+137
+00:15:36,390 --> 00:15:45,150
+ال Z في
+
+138
+00:15:45,150 --> 00:15:45,850
+اتجاه ال
+
+139
+00:15:48,730 --> 00:15:53,750
+ال X Y Plane ال 600 هذي
+
+140
+00:15:53,750 --> 00:15:56,870
+هتخلص السطح ليه انظر compression ولا tension
+
+141
+00:15:56,870 --> 00:16:03,110
+compression معناته ال D to Y هتكون دي هنا
+
+142
+00:16:03,110 --> 00:16:08,870
+compression و
+
+143
+00:16:08,870 --> 00:16:11,370
+هنا تحت tension صح؟ صح
+
+144
+00:16:16,030 --> 00:16:21,770
+ديوتي ديوتي لألف و متين هكون في ال negative زي
+
+145
+00:16:21,770 --> 00:16:24,850
+الأكس هكون اندي compression صح؟ صح هين compression
+
+146
+00:16:24,850 --> 00:16:28,170
+و
+
+147
+00:16:28,170 --> 00:16:31,210
+هين ايه اش tension
+
+148
+00:16:49,650 --> 00:16:55,730
+يعني متوقع يكون
+
+149
+00:16:55,730 --> 00:17:01,710
+ال maximum و ال minimum يعني
+
+150
+00:17:01,710 --> 00:17:06,350
+ال due لهذه هين هين صفر هين كله صفر ال due لهذه
+
+151
+00:17:06,350 --> 00:17:11,890
+هين كله صفر هتكون ايش ال critical some location
+
+152
+00:17:11,890 --> 00:17:19,200
+بين هذه و هذهو بين هذه و هذه ماذا؟ compression لأن
+
+153
+00:17:19,200 --> 00:17:21,400
+بين هذه و هذه ال tension مع compression بيحاولوا
+
+154
+00:17:21,400 --> 00:17:25,760
+يلغوا بعض و برضه هنا ال tension كله بيحاولوا يلغوا
+
+155
+00:17:25,760 --> 00:17:36,120
+بعض لأن ال bending moment due ل ..
+
+156
+00:17:36,120 --> 00:17:41,880
+لسه تبين معناته عندهين tension هيكون عند ال moment
+
+157
+00:17:41,880 --> 00:17:43,380
+الكلية
+
+158
+00:17:47,800 --> 00:17:53,480
+انا بنحكي على ال y axis اللي هو عند ال ستمية طيب
+
+159
+00:17:53,480 --> 00:17:58,960
+حانجي نحسب ال moment عند B الكلية حكينا اللي هي
+
+160
+00:17:58,960 --> 00:18:08,040
+تمتلاف و متين و ستة و أربعين pound force inch
+
+161
+00:18:15,860 --> 00:18:21,600
+الـ Sigma due to bending هتكون تستوى M في C على I
+
+162
+00:18:21,600 --> 00:18:35,180
+بستوى 32 M على I دي تقريبا يعني ال Sigma بيه هتكون
+
+163
+00:18:35,180 --> 00:18:42,280
+تستوى 32 ال moment اللي هي 8246
+
+164
+00:18:45,040 --> 00:18:51,720
+على باى في دى اللى احنا حاكيناه واحد و نص انش واحد
+
+165
+00:18:51,720 --> 00:19:02,460
+و نص انش الكل تكيب حسبوليها اربعة
+
+166
+00:19:02,460 --> 00:19:04,860
+و عشرين الف تنقية ستة تلاتية اربع عشرين الف
+
+167
+00:19:15,310 --> 00:19:19,550
+طب في عندي torsion component تاو ديوتي تورجين
+
+168
+00:19:19,550 --> 00:19:32,170
+هتكون T في R على J هتكون تساوي ستاشر T على باي
+
+169
+00:19:32,170 --> 00:19:40,170
+ديتا كيب يعني هتكون ستاشر تورجين دي أكم؟ ألف ستمية
+
+170
+00:19:41,990 --> 00:19:51,030
+على باي في واحد و نص تكيب ألفين
+
+171
+00:19:51,030 --> 00:20:07,590
+و أربعمية و أربعتاش لأن فيهم صورة 3D أن
+
+172
+00:20:07,590 --> 00:20:09,170
+التمن تلاف
+
+173
+00:20:12,750 --> 00:20:21,470
+هنا تمن تلاف و هنال الفين تمن تلاف و هنال الفين
+
+174
+00:20:21,470 --> 00:20:26,770
+تمن تلاف و هنال الفين تمن تلاف و هنال الفين تمن
+
+175
+00:20:26,770 --> 00:20:32,250
+تلاف و هنال
+
+176
+00:20:32,250 --> 00:20:35,910
+الفين
+
+177
+00:20:38,200 --> 00:20:42,680
+هو خلنا نحكيها التالت انا هكون اعملها العكس ساعة
+
+178
+00:20:42,680 --> 00:20:53,320
+تمان تلاف و الفين هتكون
+
+179
+00:20:53,320 --> 00:20:58,320
+المحصلة جهة بالشكل هذا ما لو تستملكش الزاوية هذه
+
+180
+00:20:58,320 --> 00:21:07,220
+هتكونسنسميها beta تان
+
+181
+00:21:07,220 --> 00:21:17,720
+انفرس للألفين على تمان تلف اربعتاشر
+
+182
+00:21:17,720 --> 00:21:24,680
+اربعتاشر درجة مانا هتكون ال critical location في
+
+183
+00:21:24,680 --> 00:21:25,460
+المنطقة هذه
+
+184
+00:21:32,980 --> 00:21:37,260
+بقى اندي maximum tension و maximum shear اللي هو
+
+185
+00:21:37,260 --> 00:21:43,580
+maximum normal stress اللي هو 24.886 kilo pound
+
+186
+00:21:43,580 --> 00:21:48,140
+per square inch و ال shear due to torsion 2.414
+
+187
+00:21:48,140 --> 00:22:00,400
+kilo pound per square inch طيب
+
+188
+00:22:02,830 --> 00:22:17,270
+في اي سؤال؟ هنخش الموضوع جديد هنرس
+
+189
+00:22:17,270 --> 00:22:22,790
+حالة التورجين في
+
+190
+00:22:22,790 --> 00:22:28,770
+حالة closed thin walled tubes عند انابيب مسكرة
+
+191
+00:22:28,770 --> 00:22:34,360
+المطر بتاعها مغلقيعني زي انبوبة هذه انبوبة مدورة
+
+192
+00:22:34,360 --> 00:22:48,380
+لما تكون انبوبة مدورة و under torsion فعندي torque
+
+193
+00:22:48,380 --> 00:22:59,600
+عليها هيكون ال shear stress بتغير ايه؟ linear صح
+
+194
+00:22:59,600 --> 00:23:01,300
+ال tau
+
+195
+00:23:04,490 --> 00:23:17,270
+بالساوية T في R على J لاحظ عند هنا يعني
+
+196
+00:23:17,270 --> 00:23:23,190
+على البوب من برا هي قيمة ال share stress على البوب
+
+197
+00:23:23,190 --> 00:23:28,980
+من جوا هي قيمة ال share stress وهذا ال thicknessT
+
+198
+00:23:28,980 --> 00:23:32,960
+لأن كل ما يقل ال thickness كل من هذا ال value
+
+199
+00:23:32,960 --> 00:23:39,140
+بتكتر من هذا ال value صح كل ما يقل ال thickness
+
+200
+00:23:39,140 --> 00:23:45,360
+يعني اذا كان ال thickness اقل بكتير من ال R او ال
+
+201
+00:23:45,360 --> 00:23:52,660
+thickness صغير بالمقارنة مع R بيصير تقريبا تاو في
+
+202
+00:23:52,660 --> 00:23:53,940
+T
+
+203
+00:23:56,180 --> 00:24:10,280
+في T بالساوياش constant يعني
+
+204
+00:24:10,280 --> 00:24:18,980
+ال Tao هتكون سوى some constant على ال T يعني share
+
+205
+00:24:18,980 --> 00:24:20,320
+stress level
+
+206
+00:24:23,020 --> 00:24:29,500
+بردفع كل ما قال ال thickness لو ثبتنا القطر يعني
+
+207
+00:24:29,500 --> 00:24:34,480
+لو كانت هذه الأنبوبة مصممة هي نحكي الحالة one
+
+208
+00:24:34,480 --> 00:24:43,040
+extreme ال shear stress هكون أقل لأن ال I كبيرة
+
+209
+00:24:43,040 --> 00:24:47,160
+وروح تعمل فيها فتحة مات الفتحة و thickness اخميل
+
+210
+00:24:47,160 --> 00:24:54,510
+ال I أشمالها هسير فيهاهتزيد ال I هتقل او الجيه
+
+211
+00:24:54,510 --> 00:25:00,130
+هتقل مهما تشير ال stress ايش معله هيزيد كل ما اقل
+
+212
+00:25:00,130 --> 00:25:07,050
+ال thickness ال share stress بزيد فهتكون ال tau
+
+213
+00:25:07,050 --> 00:25:19,250
+بيساوي C على T لان عشان احسب او ال torque لو
+
+214
+00:25:19,250 --> 00:25:20,150
+أخدت element هنا
+
+215
+00:25:28,160 --> 00:25:34,420
+هيكون في عندى force ال duty shear F التر هيكون F
+
+216
+00:25:34,420 --> 00:25:42,080
+في ال radius R يعني
+
+217
+00:25:42,080 --> 00:25:49,780
+هيكون ال F عبارة عن shear في
+
+218
+00:25:49,780 --> 00:25:56,120
+ال thickness فيها
+
+219
+00:25:56,120 --> 00:25:56,960
+لطول وقياش ال DS
+
+220
+00:25:59,910 --> 00:26:03,930
+هذه ال force في
+
+221
+00:26:03,930 --> 00:26:09,550
+الارة طبعا هذه دي ال torque او infinitesimal
+
+222
+00:26:09,550 --> 00:26:21,130
+torque معناته ال torque هكون تكامل تاو ت ار دي اس
+
+223
+00:26:21,130 --> 00:26:31,130
+احنا حكينا تاو ت اشمالها مع بعضconstant تكامل تاو
+
+224
+00:26:31,130 --> 00:26:35,310
+تي
+
+225
+00:26:35,310 --> 00:26:42,510
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+226
+00:26:42,510 --> 00:26:43,070
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+227
+00:26:43,070 --> 00:26:43,070
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+228
+00:26:43,070 --> 00:26:43,070
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+229
+00:26:43,070 --> 00:26:43,070
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي تاو تي
+
+230
+00:26:43,070 --> 00:26:48,510
+تاو تي تاو تي تاو تي تاو تي تاو تي تاو
+
+231
+00:26:48,510 --> 00:26:53,590
+تي تاو تي تاو
+
+232
+00:27:00,350 --> 00:27:07,730
+المساحة هذه كلها دسمها
+
+233
+00:27:07,730 --> 00:27:16,630
+DAM بس نص مساحة القاعدة نص
+
+234
+00:27:16,630 --> 00:27:25,890
+مساحة القاعدة اللي هي القاعدة DS في R في
+
+235
+00:27:25,890 --> 00:27:26,130
+R
+
+236
+00:27:29,450 --> 00:27:35,050
+لو ضربت الطرفين باتنين دي
+
+237
+00:27:35,050 --> 00:27:45,970
+اقم بيستوى rds لو أخدت تكامل للطرفين هذا بيعطي
+
+238
+00:27:45,970 --> 00:27:55,390
+اتنين اقم بيستوى تكامل rds معناته هذا ال torque T
+
+239
+00:27:55,390 --> 00:28:08,020
+هيكون سوىفي T في اتنين AM اللي
+
+240
+00:28:08,020 --> 00:28:11,160
+هي هذه العلاقة معناه تشير ال stress في حالة thin
+
+241
+00:28:11,160 --> 00:28:22,000
+wall tube التاو هكون سوى T على T اتنين T AM الامر
+
+242
+00:28:22,000 --> 00:28:28,880
+هي ال AM هي ال area enclosed bysection median line
+
+243
+00:28:28,880 --> 00:28:35,760
+الام هي مساحة هذا ال medium line الخط اللي في
+
+244
+00:28:35,760 --> 00:28:41,000
+المصر اللي هي بين ال inside و الoutside مساحة
+
+245
+00:28:41,000 --> 00:28:51,980
+الدائرة المتوسطة مساحة الدائرة المتوسطة ال
+
+246
+00:28:51,980 --> 00:28:54,280
+angle of twist per unit length في حالة thin world
+
+247
+00:28:58,430 --> 00:29:06,270
+Tube لكل واحدة الطول بيستوى T LM على 4 GAM تربيع T
+
+248
+00:29:06,270 --> 00:29:14,390
+ال LM هي طول ال section middle line يعني في الحالة
+
+249
+00:29:14,390 --> 00:29:19,970
+هذه الطول هذه الدائرة طول هذه الدائرة دائرة اللي
+
+250
+00:29:19,970 --> 00:29:23,970
+في النص اللي هي مانعتش مثل هذه محيط الدائرة اللي
+
+251
+00:29:23,970 --> 00:29:24,390
+في النص
+
+252
+00:29:29,490 --> 00:29:33,830
+تشوف مثال a
+
+253
+00:29:33,830 --> 00:29:54,630
+welded
+
+254
+00:29:54,630 --> 00:30:03,720
+steel tubeis forty inch long في عندي انبوب حديد
+
+255
+00:30:03,720 --> 00:30:15,360
+طولها اربعين انش الطول للانبوب اربعين انش الانبوبة
+
+256
+00:30:15,360 --> 00:30:22,180
+دي مقطعها مستطيل العرض تلاتة اربعين ستة انش
+
+257
+00:30:22,180 --> 00:30:31,880
+وارتفاعتي نص انشو سماكة الإنبوب تمون انش تلاتة
+
+258
+00:30:31,880 --> 00:30:39,140
+أسنة و عشرة في اتنين و نص في تمون Assume
+
+259
+00:30:39,140 --> 00:30:43,020
+اللابل shear stress of 11.5 kilo pound per square
+
+260
+00:30:43,020 --> 00:30:52,100
+inch يعني ال tau اللابل المسموح فيه 11.5 kilo
+
+261
+00:30:52,100 --> 00:31:00,970
+pound per square inchعند أشير modulus GE ساعة و
+
+262
+00:31:00,970 --> 00:31:10,030
+أحداشر و نص ميجاباوت لكل إنش مربعة estimate
+
+263
+00:31:10,030 --> 00:31:14,250
+ده اللي هو ال torque احسب قيمة العزم المسموح فيه
+
+264
+00:31:14,250 --> 00:31:15,770
+على النبوب هذه يعني النبوب
+
+265
+00:31:29,210 --> 00:31:33,850
+عليها torque العرض
+
+266
+00:31:33,850 --> 00:31:41,030
+بتاعها تلاتة وستة ومعاشرة انش والارتفاع
+
+267
+00:31:41,030 --> 00:31:47,510
+اتنين ونص انش والسمكة
+
+268
+00:31:47,510 --> 00:31:49,930
+top one inch
+
+269
+00:31:56,960 --> 00:32:01,860
+والـ allowable shear stress due to applied torque
+
+270
+00:32:01,860 --> 00:32:07,440
+مسموح لـ 18.5 kilo pound per square inch احسب ال
+
+271
+00:32:07,440 --> 00:32:13,000
+allowable torque بعد ال thin wall ال allowable
+
+272
+00:32:13,000 --> 00:32:23,700
+torque بالساوية او ال tau بالساوية T على 2 AM في
+
+273
+00:32:23,700 --> 00:32:29,630
+ال thickness يعني ال torque هتكون ساوية 2تاو اقم
+
+274
+00:32:29,630 --> 00:32:36,070
+في T طيب
+
+275
+00:32:36,070 --> 00:32:52,490
+ال T أكمل انه سمك الانبوب طمون انش ال اقم هي
+
+276
+00:32:52,490 --> 00:32:58,020
+مساحةالـ median cross section لأ المستطيل اللى جاى
+
+277
+00:32:58,020 --> 00:33:04,360
+فى المص هي العكوان دى
+
+278
+00:33:04,360 --> 00:33:16,100
+هذا
+
+279
+00:33:16,100 --> 00:33:17,100
+شبه أعظم مستطيل
+
+280
+00:33:31,980 --> 00:33:44,920
+تلاتة point أربع سبعة خمسة انش و البعد هذا اتنين
+
+281
+00:33:44,920 --> 00:33:49,200
+point تلاتة سبعة خمسة انش
+
+282
+00:33:53,550 --> 00:33:59,290
+مظبوط الأرقام؟ اتنين صحيح اتنين point تلاتة سبعة
+
+283
+00:33:59,290 --> 00:34:07,270
+خمسة معناته الام هتساوي اللي هي تلاتة point اربع
+
+284
+00:34:07,270 --> 00:34:13,070
+سبعة خمسة في اتنين point تلاتة سبعة خمسة هذه الام
+
+285
+00:34:13,070 --> 00:34:18,310
+معناته
+
+286
+00:34:18,310 --> 00:34:21,930
+ال torque هتكون تساوي اتنين في التوقع اللابو اللي
+
+287
+00:34:21,930 --> 00:34:28,940
+هواحداش و نص في الف في
+
+288
+00:34:28,940 --> 00:34:36,600
+ال ا ام اللى حسبناها اكم اتنين
+
+289
+00:34:36,600 --> 00:34:46,420
+خمس تلاتة انش مربع في اتنين point اتنين خمسة في
+
+290
+00:34:46,420 --> 00:34:51,560
+التمانية تلاتة هيطلع اللعب التورك اكم
+
+291
+00:35:13,290 --> 00:35:19,970
+مية تسعين الف بالظبط pound
+
+292
+00:35:19,970 --> 00:35:29,190
+force في انش هذا
+
+293
+00:35:29,190 --> 00:35:31,690
+اللي اللي هو اقول torque
+
+294
+00:35:38,550 --> 00:35:43,770
+estimate the angle of twist due to the torque ال
+
+295
+00:35:43,770 --> 00:35:55,250
+angle of twist ليه theta ليه
+
+296
+00:35:55,250 --> 00:36:07,810
+T LM على 4G AM
+
+297
+00:36:31,270 --> 00:36:34,070
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+298
+00:36:34,070 --> 00:36:34,210
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+299
+00:36:34,210 --> 00:36:34,250
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+300
+00:36:34,250 --> 00:36:34,470
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+301
+00:36:34,470 --> 00:36:34,490
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+302
+00:36:34,490 --> 00:36:34,750
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+303
+00:36:34,750 --> 00:36:34,750
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+304
+00:36:34,750 --> 00:36:34,770
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+305
+00:36:34,770 --> 00:36:34,770
+تربية تربية تربية تربية تربية تربية تربية تربية
+
+306
+00:36:34,770 --> 00:36:34,790
+تربية تربية ترب
+
+307
+00:36:49,290 --> 00:36:54,250
+طيب القلم هتكون المحيط بتاع المساطير اللي في النص
+
+308
+00:36:54,250 --> 00:37:03,630
+اللي هو هيكون اتنين في اتنين point تلاتة سبعة خمسة
+
+309
+00:37:03,630 --> 00:37:11,170
+زائد تلاتة point اربعة سبعة خمسة
+
+310
+00:37:11,170 --> 00:37:13,890
+احداشر
+
+311
+00:37:15,330 --> 00:37:24,390
+فاصلة سبعة انش معناه تالتة هتكون تساوي بدي أحطه
+
+312
+00:37:24,390 --> 00:37:27,470
+لحدات عشان توضح ليش ال tour candy اللي هو تلاتة و
+
+313
+00:37:27,470 --> 00:37:37,590
+عشرين ألف سبعة مية و تلاتين pound force inch في
+
+314
+00:37:37,590 --> 00:37:43,090
+القلقم أحداشر من سبعة inch
+
+315
+00:37:44,880 --> 00:37:52,780
+على أربعة في جيه اللي هي أحداشر و نص في عشر عقل
+
+316
+00:37:52,780 --> 00:38:07,640
+ستة pound force على انش تربيع في ال AM اللي هي
+
+317
+00:38:07,640 --> 00:38:13,980
+تمانية point اتنين خمسة تلاتة تربيع انش تربيع انش
+
+318
+00:38:13,980 --> 00:38:18,610
+قصة أربعةفي ال thickness الى واحد على تمانية
+
+319
+00:38:18,610 --> 00:38:28,890
+thickness
+
+320
+00:38:28,890 --> 00:38:34,470
+واحدة على تمانية point واحد اتنين خمسة
+
+321
+00:38:34,470 --> 00:38:36,030
+انش
+
+322
+00:38:43,530 --> 00:38:45,710
+يعني اللحظة اللي حدثت هنا pound force بتروح من
+
+323
+00:38:45,710 --> 00:38:52,730
+pound force عند هنا انش تربيع هين انش تربيع هين
+
+324
+00:38:52,730 --> 00:38:59,010
+انش تربيع بتروح فهتطلع هذه ال radians لكل انش يعني
+
+325
+00:38:59,010 --> 00:39:03,970
+لكل انش اسمه ليها لكل انش طول
+
+326
+00:39:27,800 --> 00:39:35,860
+7.089 radian
+
+327
+00:39:35,860 --> 00:39:46,670
+لكل انش الطول بقى كم؟ 4 انشهتكون theta one في L
+
+328
+00:39:46,670 --> 00:39:51,570
+يعني هتكون اضرب ساعة point صفر تمانية ساعة في عشرة
+
+329
+00:39:51,570 --> 00:39:59,630
+سالف اربعة في اربعين صفر point صفر اتنين تمانية
+
+330
+00:39:59,630 --> 00:40:09,410
+تلاتة خمسة radians لو ده حوله ل degrees هضربه في
+
+331
+00:40:09,410 --> 00:40:10,430
+مية و تمانية على باي
+
+332
+00:40:21,570 --> 00:40:27,870
+يعني هتكون .. هتصير twist دوران عند الطرف قيمة
+
+333
+00:40:27,870 --> 00:40:30,990
+واحد point zero اتنين اربعة degrees او point zero
+
+334
+00:40:30,990 --> 00:40:39,030
+اتنين تمانية تلاتة خمسة radians فاي سؤال؟ هيك و
+
+335
+00:40:39,030 --> 00:40:40,670
+خلصنا المحاضرة، تقبل عارف؟
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/2rZh_mfu3Vw_raw.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/2rZh_mfu3Vw_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..7b4931b8ca8318eb01c72b69a50ec56d7dca4f4d
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/2rZh_mfu3Vw_raw.srt
@@ -0,0 +1,1420 @@
+1
+00:00:20,790 --> 00:00:22,870
+اعودوا بالله استميعوا العالم من الشيطان الرجيم بسم
+
+2
+00:00:22,870 --> 00:00:25,470
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:25,470 --> 00:00:30,070
+مصطفى الأمين طب اليوم ما هي ملامح الإدارة المالية
+
+4
+00:00:30,070 --> 00:00:34,290
+اليوم في القرن الواحد والعشرين اتفضل يا انت
+
+5
+00:00:34,290 --> 00:00:37,950
+استخدام التكنولوجيا المتوفرة استخدام التكنولوجيا
+
+6
+00:00:37,950 --> 00:00:43,710
+المتوفرة صار عندنا برامج مالية لحساب إيش الموازنات
+
+7
+00:00:43,710 --> 00:00:48,650
+لحساب الميزانيات على ال computer طبعاليه
+
+8
+00:00:48,650 --> 00:00:52,170
+التكنولوجيا متوفرة، بطل الموظف في ال bank يقعد يعد
+
+9
+00:00:52,170 --> 00:00:56,430
+واحد، اتنين، تلاتة، لأ بيحطوا على الجهاز و بيعد
+
+10
+00:00:56,430 --> 00:01:01,070
+لحاله و بيعدل الرقم و خلصنا، مين؟ الهدف الأساسي
+
+11
+00:01:01,070 --> 00:01:04,450
+تختار أقصى قيمة ممكن علاش .. أقصى قيمة اللي هي
+
+12
+00:01:04,450 --> 00:01:10,030
+تعظيم الأرباحإذن واضح إنه صار فيه تغيير جوهري،
+
+13
+00:01:10,030 --> 00:01:12,650
+أصبحنا في القرن الواحد والعشرين مع استقلال كتير من
+
+14
+00:01:12,650 --> 00:01:16,730
+الدول في هذا العالم هدفهم الأساسي تعظيم الأرباح،
+
+15
+00:01:16,730 --> 00:01:20,770
+إني أحقق أقصى ربح ممكن أشهر ومتوقعة، شو كان ينادي؟
+
+16
+00:01:20,770 --> 00:01:24,490
+أزمتها؟ الربط بين العائد والمخاطرة والسيولة ..
+
+17
+00:01:24,490 --> 00:01:28,550
+ممتاز، هناك يا أخوات علاقة تردية بين العائد
+
+18
+00:01:28,550 --> 00:01:33,810
+والمخاطرةعنا فصل كامل هنقعد نقصد الموضوع هذا علاقة
+
+19
+00:01:33,810 --> 00:01:42,690
+إيش ترضية و علاقة أكسية بين العائد و السيولة طبعا
+
+20
+00:01:42,690 --> 00:01:46,930
+العائد و المخاطرة زي بعض دول هناك علاقة ترضية بين
+
+21
+00:01:46,930 --> 00:01:51,030
+العائد و المخاطرة و علاقة أكسية بين العائد و إيش و
+
+22
+00:01:51,030 --> 00:01:55,490
+السيولة إن خبيت المصاري في الخزنة معناه مش هشغل
+
+23
+00:01:55,490 --> 00:02:02,770
+وربح ماشي نضال عن السيولةإن طلعت المصاري و إشتغلنا
+
+24
+00:02:02,770 --> 00:02:06,530
+و ربحنا، معناها بطلعنا سيولة، لأن واحدة حسبت تاني،
+
+25
+00:02:06,530 --> 00:02:10,270
+الإعلاقة إيش علاقة عكسية شكرًا يا عزيزي، تفضل يا
+
+26
+00:02:10,270 --> 00:02:14,550
+سامة أقم أربعة استخدمت الوسائل الرياضية والإحصائية
+
+27
+00:02:14,550 --> 00:02:18,470
+لتحقيق هدف التخطيط والرقاب المالي زي مثلا لما نيجي
+
+28
+00:02:18,470 --> 00:02:22,610
+مع بعض إن شاء الله لما نوصل لشبط التخطيط المالي،
+
+29
+00:02:22,610 --> 00:02:29,960
+هناخد موازنات، اللي هي النقديةهنلاحظ إن إحنا هناخد
+
+30
+00:02:29,960 --> 00:02:33,620
+وسائل إيش رياضية لما ندرس مع بعض بتحليل المالي
+
+31
+00:02:33,620 --> 00:02:37,380
+هنلاقي حالة إننا قاعدين نسوي نسب مالية بصوا مقام
+
+32
+00:02:37,380 --> 00:02:43,280
+برضه هذه وسائل إيش وسائل رياضية شكرا فضلينا أما
+
+33
+00:02:43,280 --> 00:02:46,880
+الإهتمام بالعوامل الخارجية والداخلية هنتخذ قرارات
+
+34
+00:02:46,880 --> 00:02:50,080
+مالية لما نيجي ناخد قرار بالاستثمار أو بالحصول على
+
+35
+00:02:50,080 --> 00:02:52,700
+مصدر تمويل لازم ناخد عوامل خارجية اللي هي خارج
+
+36
+00:02:52,700 --> 00:02:56,160
+المؤسسة الوضع السياسي والاقتصادي والاجتماعي في
+
+37
+00:02:56,160 --> 00:02:59,880
+البلدماشي طبعا أسعار الصرف و الأمور هذه العوامل
+
+38
+00:02:59,880 --> 00:03:01,600
+الداخلية اللي احنا وضعنا الداخل هل أنا عند
+
+39
+00:03:01,600 --> 00:03:04,340
+استخدامها داخل المؤسسة ولا لأ العوامل الداخلية
+
+40
+00:03:04,340 --> 00:03:08,320
+اللي هي زي الإنتاج الأفراد المالية هاي اللي هاخدها
+
+41
+00:03:08,320 --> 00:03:15,460
+بعين إيش لإعتبارها أيضا من مظاهر القرن الواحد
+
+42
+00:03:15,460 --> 00:03:19,560
+والعشرين في الإدارة المالية اللي هي إيش تغيير موقع
+
+43
+00:03:19,560 --> 00:03:21,560
+المدير المالي في الهجرة التنظيمية زي ما هنشوف ان
+
+44
+00:03:21,560 --> 00:03:26,760
+شاء الله كمان شوية هنشوف مع بعض أدقري
+
+45
+00:03:27,240 --> 00:03:32,830
+ملامح الإدارة المالية في الألفية الجديدةأو ما هي
+
+46
+00:03:32,830 --> 00:03:35,450
+ملامح الإدارة المالية في القرن الواحد والعشرين
+
+47
+00:03:35,450 --> 00:03:39,490
+تفضلي اللحظية هي الحصول على المعلومات متى أراد
+
+48
+00:03:39,490 --> 00:03:43,250
+المدير طبعا تم استخدام الانترنت و أجزة اللي هي
+
+49
+00:03:43,250 --> 00:03:45,910
+الخلوي أو الموبايلات في الحصول على المعلومة اللي
+
+50
+00:03:45,910 --> 00:03:49,370
+أنت عايزها في أي وقت الآن بدك تشوفي سعر البورصة
+
+51
+00:03:49,370 --> 00:03:52,150
+بتشوفيه و أنت جاعدة بدك تعرفي سعر السرطف كلها
+
+52
+00:03:52,150 --> 00:03:55,910
+بتشوفيها و أنت إيش جاعدة إذا رقم واحد اللحظية إيش
+
+53
+00:03:55,910 --> 00:03:59,190
+معناها حصول المدير المالي أو أي إنسان على
+
+54
+00:03:59,190 --> 00:04:02,700
+المعلومات في أي وقت يريديعني جاي أبقاله الساعة
+
+55
+00:04:02,700 --> 00:04:05,120
+اتنين الفجر مثلا تشوف معلومة، بشوفها عادي، مش
+
+56
+00:04:05,120 --> 00:04:10,100
+مشكلة، بسبب وجود إيش لإنترنت، استخدم برامج كمبيوتر
+
+57
+00:04:10,100 --> 00:04:12,740
+متخصصة كبرامج التحليل المالي، في عندنا برامج على
+
+58
+00:04:12,740 --> 00:04:16,100
+الكمبيوتر تتخصص في العمل المالي زي التحليل المالي،
+
+59
+00:04:16,100 --> 00:04:19,800
+بس بدخل الميزانية العمومية وقارنة الدخل، وبرنامج
+
+60
+00:04:19,800 --> 00:04:24,570
+بعملي التحليل الماليالمعلومات دقيقة وصحيحة وبناء
+
+61
+00:04:24,570 --> 00:04:27,970
+عليها القرارات دقيقة وصحيحة بدالي باعتمد على برامج
+
+62
+00:04:27,970 --> 00:04:31,350
+الكمبيوتر في الشغل فهتكون المعلومات تقريبا دقيقة،
+
+63
+00:04:31,350 --> 00:04:34,230
+درجة عالية من الدقة يعني وصحها، هذا بقدر اتخاذ
+
+64
+00:04:34,230 --> 00:04:38,180
+قرار دقيقة واش وصحيحةممكن يجينا سؤال ادخلي أمتلة
+
+65
+00:04:38,180 --> 00:04:41,480
+على برامج الكمبيوتر المتخصصة في الإدارة المالية
+
+66
+00:04:41,480 --> 00:04:47,180
+إذا أدخلي أمتلة على برامج الكمبيوتر المتخصصة في
+
+67
+00:04:47,180 --> 00:04:55,580
+الإدارة المالية عيننا ع سبيل المثال زي مين اكسل زي
+
+68
+00:04:55,580 --> 00:05:03,500
+QM SPS لأ SPS متخصصة تحليل البيانات الإحصائية مش
+
+69
+00:05:03,500 --> 00:05:09,300
+المالية باختلاف يعني ماشيExcel عندنا Excel و عندنا
+
+70
+00:05:09,300 --> 00:05:12,380
+Privera اللي هو ربيع معناه Privera معناها باللغة
+
+71
+00:05:12,380 --> 00:05:20,140
+العربية ربيع و عندنا كمان QM ال QM quantity
+
+72
+00:05:20,140 --> 00:05:23,160
+management اللي هي الدار الكمين هذه متخصة في قاش
+
+73
+00:05:23,160 --> 00:05:28,360
+في الأمور المالية ايضا من ملامح الدار المالية في
+
+74
+00:05:28,360 --> 00:05:33,440
+القرن الواحد والعشرينتفضلوا عولمة الأعمال اللي هي
+
+75
+00:05:33,440 --> 00:05:36,540
+الاتصالات زيادة الضغط السياسي للمستخدمين شيء طبيعي
+
+76
+00:05:36,540 --> 00:05:39,500
+يا أخوات لما نيجي نحكي عن إدارة المالية أو عن
+
+77
+00:05:39,500 --> 00:05:42,360
+القادة للحديث لازم نحكي عن العولمة لازم نحكي عن
+
+78
+00:05:42,360 --> 00:05:47,560
+إيش؟ عن العولمة خمسة تكنولوجيا المعلومات الفرص
+
+79
+00:05:47,560 --> 00:05:50,840
+والمخاطر التجارة لإيه؟ عندنا يا أخوات العولمة اللي
+
+80
+00:05:50,840 --> 00:05:56,060
+هي الاتصالات خلت العالم قرية صغيرةو أنت قاعدة في
+
+81
+00:05:56,060 --> 00:05:58,880
+مكان في البلد ممكن تحضر الشمعة في أي مكان في
+
+82
+00:05:58,880 --> 00:06:01,440
+العالم على ال video conference أو ال skype تشوفيكي
+
+83
+00:06:01,440 --> 00:06:05,480
+و تحكي علي زي ما أنت عايزة كأنك قاعدة معاه أيضا
+
+84
+00:06:05,480 --> 00:06:10,840
+أصبح هناك جمعيات هامة جدا لحماية المستهلكين بطل
+
+85
+00:06:10,840 --> 00:06:14,820
+فيه تلعب في الأسعار أو تلعب في السلامأيضًا عن
+
+86
+00:06:14,820 --> 00:06:17,520
+التقدم من التكنولوجيا المهول، في عندنا ظاهرة اللي
+
+87
+00:06:17,520 --> 00:06:20,980
+هي شركات متعددة الجنسيات، يعني الشركة نفسها وهذه
+
+88
+00:06:20,980 --> 00:06:23,660
+إدارتها صعبة شوية، لأن في عندك .. لما نحكي عن
+
+89
+00:06:23,660 --> 00:06:27,460
+شركات متعددة الجنسيات، بحكي عن ثقافات مختلفة،
+
+90
+00:06:27,460 --> 00:06:30,480
+ماشي، بحكي عن ديانات مختلفة، فهذه كلها بتاخدها
+
+91
+00:06:30,480 --> 00:06:33,780
+بعين إيش، بالاعتبار، أيضًا من مظاهر الألفية
+
+92
+00:06:33,780 --> 00:06:37,420
+الجديدة، اللي هي ال IT أو تكنولوجيا، المعلومات، في
+
+93
+00:06:37,420 --> 00:06:42,760
+إلها فرص كويسة، ممكن أستغلها، وفي إلها مخاطرمن
+
+94
+00:06:42,760 --> 00:06:45,480
+مخاطر التكنولوجيا المعلومات أنه في حد ممكن يخترق
+
+95
+00:06:45,480 --> 00:06:49,280
+الجهاز سبعنا أو قاعة البيانات سبعنا و يلعب
+
+96
+00:06:49,280 --> 00:06:53,600
+بالبيانات المالية طبعا مش كل البيانات .. صحيح قبل
+
+97
+00:06:53,600 --> 00:06:56,540
+شوي حكينا عن ميارة الأفساح لكن مش كل البيانات
+
+98
+00:06:56,540 --> 00:07:00,960
+المالية بروح بقى أفسح عنها، مش كلها ماشي في محتفظ
+
+99
+00:07:00,960 --> 00:07:04,440
+في اللي هي بنسميها الزاوية في الخفاء أو زاوية من
+
+100
+00:07:04,440 --> 00:07:07,580
+الضلق لنا، مش كل حاجة بروح بقى تشرها عنها عندنا
+
+101
+00:07:07,580 --> 00:07:10,860
+طبعا تجارة ألكترونية هو البيع والشراء عن طريق إيش،
+
+102
+00:07:10,860 --> 00:07:16,310
+عن طريق الانترنتواضحه اللي عيدها، في أي سؤال؟ أي
+
+103
+00:07:16,310 --> 00:07:20,950
+سؤال يا جماعة؟إذا نستعرض مع بعض مظاهر الإدارة
+
+104
+00:07:20,950 --> 00:07:24,410
+المالية في الألفية الجديدة، ذكرينا يا دينا، تفضلي
+
+105
+00:07:24,410 --> 00:07:27,950
+لحظية، الناس اللي بيحصلوا على معلومات ما تقرتها
+
+106
+00:07:27,950 --> 00:07:31,730
+المدير، استخدام برامج مجموعة متخصصة، المعلومات
+
+107
+00:07:31,730 --> 00:07:34,930
+دقيقة وسحيحة، مبينة عليها تكون القرارات صحيحة
+
+108
+00:07:34,930 --> 00:07:38,430
+ودقيقة، ممتاز، العولمة، العولمة المتمثلة في
+
+109
+00:07:38,430 --> 00:07:42,290
+الإتصالات وزي التغذب، تتنوجع معلومات، فرص ومخاطر
+
+110
+00:07:42,290 --> 00:07:45,510
+والتجارب الإلكترونية شكرا، واضحين ولي عندهم تاني؟
+
+111
+00:07:45,830 --> 00:07:49,410
+ما هي مظاهر العالم التي قتلت على الإدارة المالية؟
+
+112
+00:07:49,410 --> 00:07:54,010
+فضلين زيادة الضغط يا جماعة، هو ضغط الدم ولا إيش
+
+113
+00:07:54,010 --> 00:07:57,610
+هذا؟ زيادة الضغط ومستحيلين، لازم أكمل يعني، تحكوا
+
+114
+00:07:57,610 --> 00:08:03,550
+زيادة الضغط و تسكتوا و أحنا بفكر حاجة تانية ممتاز،
+
+115
+00:08:03,550 --> 00:08:09,210
+شكرا لك فيعنى يا أخوات، بشكل عام، الإدارة المالية
+
+116
+00:08:09,210 --> 00:08:13,540
+نوعين، فيعنى إدارة مالية عامة، هي إدارة الدولةاللي
+
+117
+00:08:13,540 --> 00:08:17,040
+هي إدارة إيش؟ الدولة وفيه إن إجارة مالية خاصة اللي
+
+118
+00:08:17,040 --> 00:08:21,120
+هي إما إدارة الشركات أو إدارة الشخصية يعني إدارتك
+
+119
+00:08:21,120 --> 00:08:26,340
+أنت لأموالك كإنسان إدارة مالية العامة بتاعة الدولة
+
+120
+00:08:26,340 --> 00:08:29,100
+اسمها مالية عامة بنسميها إدارة مالية .. لا إدارة
+
+121
+00:08:29,100 --> 00:08:33,100
+مالية ليها الخاصة بنسميها مالية عامة المالية
+
+122
+00:08:33,100 --> 00:08:37,200
+العامة هي مالية الحكومة وبدأنا حاكينها عن حكومة
+
+123
+00:08:37,200 --> 00:08:39,240
+بدأنا حاكينها عن القطاع الخاص .. عفوا .. عن القطاع
+
+124
+00:08:39,240 --> 00:08:41,620
+العام وبدأنا حاكينها عن القطاع اللي عملناها في
+
+125
+00:08:41,620 --> 00:08:47,450
+الشربةماشي لك بالارباح، إذا المالية العامة إعداد
+
+126
+00:08:47,450 --> 00:08:54,450
+موازنات للدولة بعيدا عن هدف الأرباح، إيرادات،
+
+127
+00:08:54,450 --> 00:08:58,390
+نفقات تشغيل، فقط، أرباح فش، ليش؟ لأنها ده قطاع
+
+128
+00:08:58,390 --> 00:09:03,510
+عام، من وين الدولة بتجيب إيراداتها من الدرايب؟
+
+129
+00:09:03,510 --> 00:09:09,810
+ماشي، لأ هو القاعدة أو .. ال .. أه، المصدر الرئيسي
+
+130
+00:09:09,810 --> 00:09:15,400
+لتمويل الدول لموازناتها الدريبةماشي، المعونات
+
+131
+00:09:15,400 --> 00:09:19,380
+والمساعدات والمنح، لأ هذي تنوية زي مثلا أمريكا
+
+132
+00:09:19,380 --> 00:09:22,020
+الآن، مين مظاهر رئيسي في إدارة الدولة؟ الدرايب
+
+133
+00:09:22,020 --> 00:09:25,280
+عشان هيك مثلا إن هم لو يعملوا حاجة، بروح برفعوا
+
+134
+00:09:25,280 --> 00:09:29,840
+الدراية، بنزلوا الدراية، واضح؟ لكن المعونات
+
+135
+00:09:29,840 --> 00:09:32,600
+والمساعدات والمنح، مش كل الدول بتعتمد عليها، خاصة
+
+136
+00:09:32,600 --> 00:09:36,060
+الدول الغنية، لأ هذي أشياء تنوية، مش رئيسية،
+
+137
+00:09:36,060 --> 00:09:40,870
+رئيسية هي الدرايةطيب المالية الخاصة اللي هي مالية
+
+138
+00:09:40,870 --> 00:09:45,210
+الشركات، المؤسسات، بيكون هدفها تحقيق إيش؟ ربعها
+
+139
+00:09:45,210 --> 00:09:50,110
+عشان ذلك لما نطلع على قائمة دخل لدولة، غير لما
+
+140
+00:09:50,110 --> 00:09:53,190
+نطلع على شركة، الشركة بصراحة عندي صافر ربح، الدولة
+
+141
+00:09:53,190 --> 00:09:59,370
+لأ طبعا، ماشي، بيحكينا زي إيش؟ مالية خاصة زي مثلا
+
+142
+00:09:59,370 --> 00:10:06,090
+مالية البنوك، هذه خاصة، مالية سلطة النقدعامة مالية
+
+143
+00:10:06,090 --> 00:10:09,690
+البنوك إيش خاصة سلطة النقد عامة لإن سلطة النقد
+
+144
+00:10:09,690 --> 00:10:13,210
+عامة بتمثل أو بديل البنك أو تقوم بوظاف البنك
+
+145
+00:10:13,210 --> 00:10:19,790
+المركزي ماشي شده كانت مثلا باسكوت؟ خاصة .. جامعة
+
+146
+00:10:19,790 --> 00:10:22,770
+.. أهلية .. عامة .. لأ أهلية .. خاصة .. لأ لأ لأ
+
+147
+00:10:22,770 --> 00:10:27,670
+أهلية .. أهلية .. لأ
+
+148
+00:10:27,670 --> 00:10:32,190
+لأ أهلية .. أهلية .. لأ لأ أهلية .. أهلية .. لأ لأ
+
+149
+00:10:32,190 --> 00:10:32,450
+أهلية .. أهلية .. لأ لأ أهلية .. لأ لأ أهلية .. لأ
+
+150
+00:10:32,450 --> 00:10:34,370
+لأ أهلية .. لأ لأ أهلية .. لأ لأ أهلية .. لأ لأ
+
+151
+00:10:34,370 --> 00:10:37,000
+أهلية .. لأ لأ أهماشي إذا في عندنا قطعات أخرى غير
+
+152
+00:10:37,000 --> 00:10:40,640
+الخاصة و العامة زي الجامعات مثلا غالبتها عندنا في
+
+153
+00:10:40,640 --> 00:10:43,860
+البلد جامعات .. جامعات عفوا المؤسسات أهلية فبتكون
+
+154
+00:10:43,860 --> 00:10:48,180
+المالية بتاعتها خاصة فيها واضح؟ طبعا مابظهرش عندها
+
+155
+00:10:48,180 --> 00:10:52,560
+ربح لأنه لو فيها ربح كان خاصة و برضه مش هيظهر
+
+156
+00:10:52,560 --> 00:10:55,640
+عندها درايب لأنه لو ظهر عندها درايب يعني يصير
+
+157
+00:10:55,640 --> 00:11:01,430
+الدولة واضح؟ إذا الجامعات هي ..زي ما تبقى حكينا يا
+
+158
+00:11:01,430 --> 00:11:03,990
+أخوات، هل تختلف الدائرة المالية من مؤسسة لمؤسسة؟
+
+159
+00:11:03,990 --> 00:11:06,930
+القاعدة الأساسية بتختلفش، كل المؤسسات اللي في
+
+160
+00:11:06,930 --> 00:11:10,330
+العالم هتلاقي فيها إيرادات ونفقات، ماشي، هذا جوهر
+
+161
+00:11:10,330 --> 00:11:13,210
+عامل المال، لكن طبعا إيراداتها من وين، هذا هو اللي
+
+162
+00:11:13,210 --> 00:11:16,110
+بختلف، الدولة إيراداتها من الدرايب، لأنها ده قطع
+
+163
+00:11:16,110 --> 00:11:20,630
+عام، ماشيشركة جوال إيراداتها جاية من مبيع خدمات
+
+164
+00:11:20,630 --> 00:11:23,630
+جوال أو خدمات الإتصال إذا كانت قطعة خاصة لأنه
+
+165
+00:11:23,630 --> 00:11:26,850
+عندها رباه المؤسسات الأهلية لأ والمؤسسات الدولية
+
+166
+00:11:26,850 --> 00:11:30,610
+كمان لأ لها مالية خاصة فيها لكن القاعدة الأساسية
+
+167
+00:11:30,610 --> 00:11:34,690
+المالية واحدة يعني لو روحتي تتطلعي على كشوفات
+
+168
+00:11:34,690 --> 00:11:37,250
+المالية للوكالة هتلاقي عندهم إيرادات ونفاقات
+
+169
+00:11:37,250 --> 00:11:40,330
+ومصاريفك مش هتلاقي اختراع مش هتلاقي حاجة جديدة
+
+170
+00:11:40,330 --> 00:11:49,230
+واضح يا جماعة؟ الأثنين نفس الشغلنفس الطريق إيراد و
+
+171
+00:11:49,230 --> 00:11:52,610
+نفقات لكن بيختلفوا طبعا إن هذا مالية عنا أو هذا
+
+172
+00:11:52,610 --> 00:11:58,770
+مالية إيش، هذا مالية خاصة بيحكينا الأصل في الدول
+
+173
+00:11:58,770 --> 00:12:03,690
+إن المالية العامة أو الحكومة تحكم القطاع الخاص
+
+174
+00:12:03,690 --> 00:12:08,730
+الأصل توفرله إيش، توفرله حماية زي مثلا كان في أزمة
+
+175
+00:12:08,730 --> 00:12:18,600
+مالية في 2008 بعض البنوك بدأت بتشرف لسهماشي في بعض
+
+176
+00:12:18,600 --> 00:12:21,320
+البنوك من بتشغل إفلاسة كان عدد الموظفين فيها خمسة
+
+177
+00:12:21,320 --> 00:12:24,560
+وعشرين ألف موظف لما البرك يفلس إيش حصل في الناس
+
+178
+00:12:24,560 --> 00:12:29,020
+هذه؟ بطالة فالدولة اتدخلت لحماية الموظفين لحماية
+
+179
+00:12:29,020 --> 00:12:32,520
+إيش البنوك من الإفلاس إذا لما تتعدد القطاع الخاص
+
+180
+00:12:32,520 --> 00:12:36,200
+للخطر الأصل أن الدولة تتدخل على طول واضح يا جماعة؟
+
+181
+00:12:36,200 --> 00:12:42,280
+واضح ولا عيدها؟ المالية
+
+182
+00:12:42,280 --> 00:12:43,240
+العامة زي ما حكينا
+
+183
+00:12:48,470 --> 00:12:52,510
+هي مالية الدول أو الحكومات، مش موضوعنا في المادة
+
+184
+00:12:52,510 --> 00:12:55,070
+هذه، احنا هندرس القطاع الخاص، زي ما هتشوف هنكون
+
+185
+00:12:55,070 --> 00:12:59,370
+ارباح و موزع و محتجز، لكن مش هندرس الدرايب و
+
+186
+00:12:59,370 --> 00:13:03,230
+الشغلات هذه، هندرس الدريبة اللي انا كشركة هدفعها
+
+187
+00:13:03,230 --> 00:13:06,910
+للدولةمش الدرايبة اللي الدولة .. مش يعني .. مش
+
+188
+00:13:06,910 --> 00:13:10,030
+هندرس كيف الدولة هتفرد درايب، لأ، هندرس لو أنا
+
+189
+00:13:10,030 --> 00:13:13,430
+عليها، لو أنا رابحة، كدهش هتفع درايب، هذا هندرسه
+
+190
+00:13:13,430 --> 00:13:16,790
+إن شاء الله، لأن المواد هذه بتغطي القطاع الخاص و
+
+191
+00:13:16,790 --> 00:13:21,310
+طبعا في مواد أخرة هتغطي قطاع البنوك، ليش؟ لأن
+
+192
+00:13:21,310 --> 00:13:24,750
+البنوك عندها مالية و بنود غير ash، غير شركات، مثلا
+
+193
+00:13:24,750 --> 00:13:29,390
+لو اطلعتي على ميزانية بنك فلسطين أو قامة الدخل،
+
+194
+00:13:29,390 --> 00:13:34,770
+هتلاقي فيها وداعطب لو اطلعتي على مثلا شركة جوال
+
+195
+00:13:34,770 --> 00:13:39,270
+هتلاقي فيها وداعش؟ لا وداعش من وين، واضح؟ طبعا
+
+196
+00:13:39,270 --> 00:13:43,630
+الدولة تهتم بالحصول على إيراداتها من الدرايب لحتى
+
+197
+00:13:43,630 --> 00:13:45,930
+تقدر تمشي المرافق العامة، المرافق عامة، اللي هي
+
+198
+00:13:45,930 --> 00:13:48,370
+المستشفيات الحكومية، المدرسة الحكومية، البنية
+
+199
+00:13:48,370 --> 00:13:52,890
+التحتية، وهكذا ماذا تشمل المالية العامة للدولة؟
+
+200
+00:13:52,890 --> 00:13:56,170
+تشمل تحديد حجم ومصادر الحصول على الموال والانفاق،
+
+201
+00:13:56,170 --> 00:13:59,270
+اللي هي الإيرادات والتكلفة
+
+202
+00:14:00,320 --> 00:14:03,180
+إن انت تحاول دايما أن تحصل الإيرادات والإياش
+
+203
+00:14:03,180 --> 00:14:06,300
+والتكاليف، أيضا من مجالاتنا اللي هي الرقابة
+
+204
+00:14:06,300 --> 00:14:11,620
+والإشراف على الموازنة، الآن إحنا في آخر أو اقتربنا
+
+205
+00:14:11,620 --> 00:14:16,900
+من آخر 2015، في كتير دول سلمت موازنة 2016، وبدأت
+
+206
+00:14:16,900 --> 00:14:21,380
+تعد في 2017، ماشي، هل بنسميها الموازنة العامة؟
+
+207
+00:14:22,460 --> 00:14:25,620
+أيضًا، سياسات الدول الاقتصادية كيف هتأثر على
+
+208
+00:14:25,620 --> 00:14:28,660
+استهلاك والانفاق، هذه من خصائص الإدارة المالية
+
+209
+00:14:28,660 --> 00:14:33,640
+العامة سؤال بيطرح نفسه يا أخوات، ادخل مصادر تمويل
+
+210
+00:14:33,640 --> 00:14:40,520
+الدولة، من وين الدولة بدها تموّل شغلها، ادخل مصادر
+
+211
+00:14:40,520 --> 00:14:47,420
+تمويل الدولة، مين بعرف؟ فضلي، أول هواهمها الدرائج،
+
+212
+00:14:47,420 --> 00:14:50,760
+مافيش دولة في العالم ماعندهاش درائجماشي في بعض
+
+213
+00:14:50,760 --> 00:14:55,700
+الدول زي الصين على سبيل المثال مسموحلك تجيبي ..
+
+214
+00:14:55,700 --> 00:14:58,680
+انتوا عارفين ان الصين عندها حاجة بنتسميها انفجار
+
+215
+00:14:58,680 --> 00:15:03,180
+سكان عددهم مليار صيني و شوية ألف او شوية ملايين
+
+216
+00:15:03,180 --> 00:15:08,460
+..ماشي فحطين قانون مسموح لكل أخد فيكم ان شاء الله
+
+217
+00:15:08,460 --> 00:15:13,040
+بعد ما تتزوج تجيبي baby واحد واحدة الله عطاها توقم
+
+218
+00:15:13,040 --> 00:15:18,620
+مثلا بتدفع عن التاني ضريبةإذا في بعض الدول بتاخد
+
+219
+00:15:18,620 --> 00:15:22,800
+درايب على أشخاص إن زادوا عند حد معين، طب هي نفسها
+
+220
+00:15:22,800 --> 00:15:25,580
+تجيب تالت هتدفعله دريبة، طب الرابع وها كده، كل ما
+
+221
+00:15:25,580 --> 00:15:29,740
+يزيد العدد بيزيدوا الدرايب، واضح يا جماعة؟ إذا
+
+222
+00:15:29,740 --> 00:15:34,640
+عندنا الدرايب، ممكن إذا كانت الدول .. الدولة
+
+223
+00:15:34,640 --> 00:15:38,540
+اقتصادها مش بقى بتاخد قرونو احنا هنا لما بنحكي عن
+
+224
+00:15:38,540 --> 00:15:42,480
+قروض الدول بندخل في اللي هي التبعية و الاقتصاد
+
+225
+00:15:42,480 --> 00:15:45,080
+القوي و الاقتصاد المستقل و الكلام هذا إذا مش
+
+226
+00:15:45,080 --> 00:15:50,340
+ببساطة الدولة تاخد قرن، ماشي، في عندنا مساعدات،
+
+227
+00:15:50,340 --> 00:15:54,000
+ممكن الدولة تنوّل نفسها من المساعدات المالية،
+
+228
+00:15:54,000 --> 00:15:57,520
+البنك الدولي، صندوق النقد، أي حدا، في عندنا كمان
+
+229
+00:15:57,520 --> 00:16:02,500
+يا أخوات من الرسوم والجمالك، في لها أشكال كتيرة،
+
+230
+00:16:02,500 --> 00:16:06,420
+هي وسائل التمويل إيش، الدول هذه أشهرها، هذه إيش،
+
+231
+00:16:06,420 --> 00:16:07,020
+هذه أشهرها
+
+232
+00:16:10,130 --> 00:16:16,670
+بقى عيدها؟ إذا ما هي مصادر تمويل الدول؟ تفضلي؟
+
+233
+00:16:16,670 --> 00:16:21,770
+أدرعيب، مساعدات مالية، و ثم جمالي ممتاز شكرا
+
+234
+00:16:21,770 --> 00:16:25,770
+المالية الخاصة اللي هي موضوعنا إحنا في هذه الرحلة
+
+235
+00:16:25,770 --> 00:16:30,650
+إن شاء الله اللي هي مالية الشركات، مالية المؤسسات،
+
+236
+00:16:30,650 --> 00:16:32,550
+ما الناس اللي أخدها في درايب ولا غيرها، بس بندفع
+
+237
+00:16:32,550 --> 00:16:37,790
+درايب أرباح وخلاصالمؤسسة إذا ربحت بتدفع درايب
+
+238
+00:16:37,790 --> 00:16:42,950
+أرباح، طب لو خسرت؟ لو عندنا مؤسسة خسر عناش ممكن
+
+239
+00:16:42,950 --> 00:16:48,290
+تدفع؟ لا كيف؟ هي مش هتدفع، بس احنا في المعالجة ما
+
+240
+00:16:48,290 --> 00:16:51,390
+هو مش موت و خراب الديار برضه يا عزيزي، في المعالجة
+
+241
+00:16:51,390 --> 00:16:56,290
+المحاسبية بظهر عندنا حاجة اسمها وفر دريبي، إذا متى
+
+242
+00:16:56,290 --> 00:16:59,110
+يظهر الوفر الدريبي في الميزانية، في العفو انقامة
+
+243
+00:16:59,110 --> 00:17:03,540
+الدخل، لما انفل، اني خسر، مش انفل، فلسشت يعنيلما
+
+244
+00:17:03,540 --> 00:17:13,080
+أخسر بظهر عندي وفر ضريبي ربحانة ضريبي طبعا
+
+245
+00:17:13,080 --> 00:17:17,500
+الدول المالية الخاصة ليه بتركز على المؤسسات حيكون
+
+246
+00:17:17,500 --> 00:17:20,760
+عندنا مصاد التمويل، من أين لك هدف، ما جات لست مرة
+
+247
+00:17:20,760 --> 00:17:24,380
+وما وديته طبعا أي حاجة فيها أموال، على طول لازم
+
+248
+00:17:24,380 --> 00:17:29,000
+نحكي عن الرقابة، وإحنا ماشيين، حتى لو بقالةماشي،
+
+249
+00:17:29,000 --> 00:17:31,360
+هنشوف كيف المتغييرات المالية والنقدية كيف هتأثر
+
+250
+00:17:31,360 --> 00:17:34,360
+على التكاليف والإيرادات المقصود اهم بالمتغييرات
+
+251
+00:17:34,360 --> 00:17:36,120
+المالية اللي هي الوضع الاقتصادي في البلد عند
+
+252
+00:17:36,120 --> 00:17:42,480
+التضخم، كساد، بواجه، اش عنده بالظبط
+
+253
+00:17:42,480 --> 00:17:45,780
+طبعا مقارنة بين المالية العامة والمالية الخاصة
+
+254
+00:17:45,780 --> 00:17:49,820
+أثناء شرح احنا قرناها حكينا مصادر تمويل الدولة
+
+255
+00:17:49,820 --> 00:17:56,370
+اللي هي ال driveمصادر تمويل الشركات اللي هي القروض
+
+256
+00:17:56,370 --> 00:18:00,610
+مصادر تمويل غير يعني مبيعات عمل تشغيلي، شغل يعني
+
+257
+00:18:00,610 --> 00:18:03,270
+مصادر تمويل زي ما هناخد مع بعض إن شاء الله زي
+
+258
+00:18:03,270 --> 00:18:06,370
+القروض، زي الأسهم، زي الأرباح المحتجة، زي .. هذه
+
+259
+00:18:06,370 --> 00:18:10,530
+مصادر تمويل القطاع الخاص أو إيش الشركات طبعاً في
+
+260
+00:18:10,530 --> 00:18:15,930
+مجال استثمار الهدف الأساسي للدولة من الاستثمار
+
+261
+00:18:15,930 --> 00:18:20,250
+اللي هو تحقيق أعلى مستورة فهي ممكن للمجتمعيكون
+
+262
+00:18:20,250 --> 00:18:24,790
+عندنا تحتية ممتازة صحة و التعليم ممتازين و هكذا
+
+263
+00:18:24,790 --> 00:18:28,690
+بينها الاستثمار في القطاع الخاص هدفه الأساسي
+
+264
+00:18:28,690 --> 00:18:33,950
+الأرباح هدفه الأساسي ايش؟ تحقيق أرباح طبعا تقديم
+
+265
+00:18:33,950 --> 00:18:39,330
+ماشي تقديم خدمات الوظائف هذه هندرسها ان شاء الله
+
+266
+00:18:39,330 --> 00:18:42,290
+بالتفصيل في هذا المثال هناخد chapter اسمه التخطيط
+
+267
+00:18:42,290 --> 00:18:46,210
+المالي chapter اسمه التمويل chapter اسمه الاستثمار
+
+268
+00:18:46,210 --> 00:18:50,240
+و هكذا و عندنا مواضيع أخرى أيضاخُد بالك من
+
+269
+00:18:50,240 --> 00:18:53,680
+التخصيص، كيف يعني تخصيص؟ لو قولنا تخطيط و ساكتنا،
+
+270
+00:18:53,680 --> 00:19:01,300
+غلط، لازم مالي، لازم إيش؟ مالي أين يقع الهيكل ..
+
+271
+00:19:01,300 --> 00:19:04,540
+أين يقع المدير المالي في الهيكل التنظيمي، فيه
+
+272
+00:19:04,540 --> 00:19:08,200
+إلتات مواقع، إما يكون اسمه نقب المدير العام للشغل
+
+273
+00:19:08,200 --> 00:19:11,640
+المالي، أخدت بيت المدير العام تحت إيده، ممكن يكون
+
+274
+00:19:11,640 --> 00:19:12,480
+هو نفس المدير العام
+
+275
+00:19:15,720 --> 00:19:18,860
+ممكن يكون المدير المالي، احنا عندنا في الجامعة
+
+276
+00:19:18,860 --> 00:19:21,100
+اسمه المدير المالي أو الشؤون المالي، مدير الشؤون
+
+277
+00:19:21,100 --> 00:19:28,780
+المالي أو المراقب، ليش؟ المراقب المالي في الوكالة
+
+278
+00:19:28,780 --> 00:19:32,980
+الانروا اسمه نائب المدير العام للشئون المالية،
+
+279
+00:19:32,980 --> 00:19:37,540
+طبعا هي مؤسسة كبيرة تتطبق عليها القوانين المحلية
+
+280
+00:19:37,540 --> 00:19:41,600
+والقوانين الدوليةممكن يكون الشخص هذا عوض في مجلس
+
+281
+00:19:41,600 --> 00:19:46,620
+إدارة إيش المؤسسة المدير المالي نفس الجثة مسؤول عن
+
+282
+00:19:46,620 --> 00:19:50,360
+إدارة الأموال وإدارة الأصول طبع المراقب المالي
+
+283
+00:19:50,360 --> 00:19:53,320
+مسؤول عن الإشراف على العمل إيش المالي و التدقيق
+
+284
+00:19:53,320 --> 00:20:00,510
+على الحسابات عندنا رسمة هيها والمدير الماليأيوة
+
+285
+00:20:00,510 --> 00:20:04,590
+ممتاز شكرا نقل برئيزة شغل مالي إيش في تحتيده؟ مدير
+
+286
+00:20:04,590 --> 00:20:08,470
+الرقابة المالي؟ مدير التمويل الناس هذي بتشتغل و
+
+287
+00:20:08,470 --> 00:20:11,110
+هذي بتراقب عليها واحد بيشتغل و التاني إيش معله؟
+
+288
+00:20:11,110 --> 00:20:14,850
+بيراقب عليها طبعا يا أخوات لما نحكي على المراقبة
+
+289
+00:20:14,850 --> 00:20:19,290
+بيكون عندنا هن إيش؟ عندنا مراقب داخل و خارجي اللي
+
+290
+00:20:19,290 --> 00:20:21,810
+يكتب المحاسبة و التدقيق اللي بيشوفوها في البلد هذي
+
+291
+00:20:21,810 --> 00:20:26,770
+مراقب إيش؟ خارجي ممكن يجي السؤال واضحي بالرأس موقع
+
+292
+00:20:26,770 --> 00:20:31,970
+الإدار المالي في هذه التنظيمةعلي ليه ضلورة أن يكون
+
+293
+00:20:31,970 --> 00:20:35,790
+موقع المدير المالي بالقرب للإدارة العليا؟ إيش
+
+294
+00:20:35,790 --> 00:20:39,950
+السبب؟ لأن ده سبب ممتاز لأهمية وظيفة الإدارة
+
+295
+00:20:39,950 --> 00:20:43,110
+المالية، احنا بتتكلم عن أموال، ممكن نحكيش عن إشي
+
+296
+00:20:43,110 --> 00:20:46,690
+تاني، اثنين، لأهمية الأموال، عفوا، لأهمية
+
+297
+00:20:46,690 --> 00:20:50,990
+القرارات، تلاتة، لأهمية المعلومات اللي بتقدمها
+
+298
+00:20:50,990 --> 00:20:58,270
+الإدارة المالية، فائد، عجز، ربح، خسارة، إذاليش
+
+299
+00:20:58,270 --> 00:21:02,230
+لازم تكون قريبة من الدولة العلية؟ لأهمية الوظيفة
+
+300
+00:21:02,230 --> 00:21:06,170
+نفسها، لأهمية قراراتها، لأهمية ايش؟ لأهمية
+
+301
+00:21:06,170 --> 00:21:11,770
+معلوماتها ما هي سلطات الدولة المالية؟ زي ما هنشوف
+
+302
+00:21:11,770 --> 00:21:13,790
+في المستقبل إن شاء الله، اتحاد السياسة المالية،
+
+303
+00:21:13,790 --> 00:21:17,070
+السياسة المالية هانهالي تقشر، نمسك ايدنا في الشغل
+
+304
+00:21:17,070 --> 00:21:21,670
+ولا توسع، ماشي بيسمعوا في اليونان إنه صار عندها
+
+305
+00:21:21,670 --> 00:21:24,490
+مشاكل، عندها عجز و بتطلع من انتحار الأوروبي،
+
+306
+00:21:24,490 --> 00:21:29,040
+فاطبقوا سياسة تقشرطبعا اليونان من الدول اللي بتعطي
+
+307
+00:21:29,040 --> 00:21:34,620
+الموظفين 14 شهر في السنة، يعني بتاخدي راتب 14 مرة
+
+308
+00:21:34,620 --> 00:21:37,220
+في السنة، هي السنة كام شهر؟ ماشي، ومابياخدوا شهرين
+
+309
+00:21:37,220 --> 00:21:39,860
+الزيادة، فالمظاهرة فهي وده أحد أسباب وجود الأزمة
+
+310
+00:21:39,860 --> 00:21:42,660
+الاش المالية، طبعا اليونان عندها سن التقاعد على
+
+311
+00:21:42,660 --> 00:21:48,080
+45، وعلى 40 ده حد يعني، طيب الأقل أنت تقاعدتي على
+
+312
+00:21:48,080 --> 00:21:53,490
+40بس شباب و صغيرة إيش تسوي؟ تبدأ تطلع تتفسح في
+
+313
+00:21:53,490 --> 00:21:56,190
+العالم، تبقى على حساب الدولة، اللي هي يعني إعطاء
+
+314
+00:21:56,190 --> 00:22:00,230
+راتب تقاعد لناس أصلا مش متقاعدة أو مش في السن
+
+315
+00:22:00,230 --> 00:22:05,250
+تقاعد، إنه أنت من 40 سنة وبتجي قضي راتب تقاعد، بعد
+
+316
+00:22:05,250 --> 00:22:09,110
+عمر طويل وقتش هينتهي الأجر، ده نقول تتوفي ع ال 80
+
+317
+00:22:09,110 --> 00:22:13,750
+مثلا، 40 سنة الدولة بتفعلك راتب تقاعدفهذا أدى
+
+318
+00:22:13,750 --> 00:22:17,070
+لوجود الأسماع لعيش المالية هذا ما سمينا سياسة توسع
+
+319
+00:22:17,070 --> 00:22:20,710
+رفاهية بالزيادة هذه التخطيط المالي هندرسه وتوزيع
+
+320
+00:22:20,710 --> 00:22:23,090
+الأرباح ان شاء الله لأنفاق الأسماعيل هذه الشهرات
+
+321
+00:22:23,090 --> 00:22:28,410
+كلها هندرسها في المستقبل أخر حاجة اليوم ما هي
+
+322
+00:22:28,410 --> 00:22:31,150
+طبيعة علاقة إدار المالية بالوظائف الأخرى الوظائف
+
+323
+00:22:31,150 --> 00:22:35,590
+الأخرى هي وظائف المشروع أول شيء المحاسبة مين يا
+
+324
+00:22:35,590 --> 00:22:41,210
+أخوات تذكرنا بتعريف المحاسبة؟ هي ولا هو؟هي
+
+325
+00:22:41,210 --> 00:22:49,150
+المحاسبة هي .. هي مين؟ هي صاحبيتكوا؟
+
+326
+00:22:49,150 --> 00:22:59,350
+هي علم جمع و تصنيع و تبوي بالبيانات المالية و
+
+327
+00:22:59,350 --> 00:23:02,810
+إخراجها على شكل تقارير تساعد في اتخاذ إيش؟ القرار
+
+328
+00:23:03,700 --> 00:23:07,000
+إذا العلم اللي بيجمع و بيحلل و بيصنف البيانات
+
+329
+00:23:07,000 --> 00:23:12,480
+المالية و بيعملها تبويب بنسميه محاسبة الشيء
+
+330
+00:23:12,480 --> 00:23:17,020
+الطبيعي إن المحاسبة هي الأساس لعلم الإدارة المالية
+
+331
+00:23:17,020 --> 00:23:20,540
+أنا لو بعرفش أميز بين قوائم .. بين الميزانية
+
+332
+00:23:20,540 --> 00:23:22,800
+العمومية و بين قاعمة الدخل مش عارف أشتغل في
+
+333
+00:23:22,800 --> 00:23:25,940
+المالية، لازم أكون على كل قايم عيش بيناودها و يرمي
+
+334
+00:23:25,940 --> 00:23:28,820
+و يكتب فيها و هذا عيش و هذا مش عيش، إذا العلاقة
+
+335
+00:23:28,820 --> 00:23:33,290
+بينهم علاقة إيش زي علاقة الأب و ابنهالقاعدة و
+
+336
+00:23:33,290 --> 00:23:37,510
+القنبلة، فاضح؟ علاقة بينهم علاقة تكاملية، بيكملوا
+
+337
+00:23:37,510 --> 00:23:40,290
+بعض، محاسبة بتعطينا تقارير بتاخد بيننا علاقة
+
+338
+00:23:40,290 --> 00:23:43,810
+كإدارة مالية، النوع التاني من العلم اللي هي
+
+339
+00:23:43,810 --> 00:23:46,650
+التسريق و الإنتاج، الشيء الطبيعي لو بتدعم الحملة
+
+340
+00:23:46,650 --> 00:23:51,390
+إعلانية أنا، للمنتج تبعي، بدي مصاري، ملحش
+
+341
+00:23:51,390 --> 00:23:55,410
+بالمصاري، بالمالية، المالية هتعطيكي مصاري لإيش؟
+
+342
+00:23:55,410 --> 00:23:58,290
+للمنتج تبعي أو للحملة، لأن علاقة برضه علاقة
+
+343
+00:23:58,290 --> 00:24:04,300
+تكاملية و تبادليةالاقتصاد طبعا زي ما انتوا عارفين
+
+344
+00:24:04,300 --> 00:24:07,000
+أخدته في زماناتكوا ان الاقتصاد بعاجز مشكلة الندرة
+
+345
+00:24:07,000 --> 00:24:10,260
+ان
+
+346
+00:24:10,260 --> 00:24:16,020
+احتياجاتنا أكتر من الموارد المالية
+
+347
+00:24:16,020 --> 00:24:21,860
+بتتعامل مع مورد هام جدا و هو المورد المالي المالية
+
+348
+00:24:21,860 --> 00:24:24,860
+بتحاول تستخدم الأموال بأفضل طريقة ممكنة لتحقيق
+
+349
+00:24:24,860 --> 00:24:29,260
+الأرباح الاقتصاد بيحاول يقدملنا طرق لاستخدام
+
+350
+00:24:29,260 --> 00:24:34,460
+الأموال بشكل جيدوأرحو العيدة، لأن واضح أن أحنا
+
+351
+00:24:34,460 --> 00:24:37,080
+ممكن نلخص علاقته لدا المالية بالوضع في الأخر أن هي
+
+352
+00:24:37,080 --> 00:24:41,880
+علاقة تكاملية، كل واحد بيكمل التاني وفيش علم
+
+353
+00:24:41,880 --> 00:24:46,760
+لوحده، في أي سؤال أو استفسار؟ في أي سؤال؟ نتوقف
+
+354
+00:24:46,760 --> 00:24:49,760
+لغاية هنا اليوم إن شاء الله وسوف نكمل في المحاضرة
+
+355
+00:24:49,760 --> 00:24:50,260
+القادمة
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk.srt
new file mode 100644
index 0000000000000000000000000000000000000000..d64a876f12439e67af0f36fe955fbc82eadc57cc
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk.srt
@@ -0,0 +1,1851 @@
+1
+00:00:22,260 --> 00:00:24,340
+اعوذ بالله السميع العليم من الشيطان الرجيم بسم 
+
+2
+00:00:24,340 --> 00:00:26,820
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:26,820 --> 00:00:30,500
+مصطفى الأمين سيدنا محمد وعلى آله ومن والاه  على دربه
+
+4
+00:00:30,500 --> 00:00:33,400
+حسين مدينه في البداية السلام عليكم ورحمة الله كيف
+
+5
+00:00:33,400 --> 00:00:38,020
+حالكم؟ كيف أصبحتوا اليوم؟ كويسين إن شاء الله اليوم 
+
+6
+00:00:38,020 --> 00:00:40,440
+هنبدأ مع بعض في شابتر جديد في مساق الإدارة المالية 
+
+7
+00:00:40,440 --> 00:00:46,780
+اللي هو قائمة التدفقات النقدية ما المقصود بقائمة
+
+8
+00:00:46,780 --> 00:00:48,520
+التدفقات النقدية؟ تفضلي 
+
+9
+00:00:51,860 --> 00:00:54,840
+إذن أول حاجة هنتعلمها مع بعض إن قائمة التدفقات
+
+10
+00:00:54,840 --> 00:00:58,420
+النقدية هي عبارة عن بديل لقائمة مصادر الأموال
+
+11
+00:00:58,420 --> 00:01:01,940
+واستخداماتها، ببساطة قائمة مصادر الأموال 
+
+12
+00:01:01,940 --> 00:01:05,440
+واستخداماتها هي الزيادة أو النقص في كل عنصر من
+
+13
+00:01:05,440 --> 00:01:09,180
+عناصر الميزانية العمومية، إذن شو يعني قائمة مصادر
+
+14
+00:01:09,180 --> 00:01:13,000
+الأموال واستخداماتها الزيادة أو النقص في كل عنصر
+
+15
+00:01:13,000 --> 00:01:17,060
+من عناصر الميزانية العمومية، تفضلي؟ وهي من أهم
+
+16
+00:01:17,060 --> 00:01:20,340
+القوائم المالية التي تساعد مستخدميها على التعرف على
+
+17
+00:01:20,340 --> 00:01:24,020
+الأوضاع المالية شو معنى الوضع المالي للشركة؟ هل 
+
+18
+00:01:24,020 --> 00:01:31,180
+لديها فائض؟ عجز؟ هل لديها عجز؟ هل لديها ديون؟ ما
+
+19
+00:01:31,180 --> 00:01:34,120
+هي أخبار الأسهم؟ وهكذا إذا شو معنى الوضع المالي 
+
+20
+00:01:34,120 --> 00:01:38,360
+للشركة؟ فائض؟ عجز؟ دين؟ يعني كيف الوضع المالي فقط؟ 
+
+21
+00:01:38,360 --> 00:01:42,780
+الوضع المالي فقط إذا هي بديل لقائمة مصادر الأموال و
+
+22
+00:01:42,780 --> 00:01:46,000
+استخداماتها هي من أهم القوائم المالية اللي بتساعدني
+
+23
+00:01:46,000 --> 00:01:51,590
+على معرفة الوضع المالي للشركة ادخلي أهمية قائمة 
+
+24
+00:01:51,590 --> 00:02:01,850
+التدفقات النقدية تفضلي خدي 
+
+25
+00:02:01,850 --> 00:02:07,510
+بالك احنا هنركز في هذه القائمة عن نقدياً هو الأثر
+
+26
+00:02:07,510 --> 00:02:11,370
+النقدي لكافة إيش؟ النشاطات بمعنى إذا أنا بعت 
+
+27
+00:02:11,370 --> 00:02:15,030
+السيولة بالزيت إذا أنا ما بعتش ممكن السيولة تظل
+
+28
+00:02:15,030 --> 00:02:18,330
+هتثبت وممكن تقل لإن عندي مصاريف إذا ما هو الأثر 
+
+29
+00:02:18,330 --> 00:02:21,170
+النقدي لكافة الأنشطة اللي بتقوم بيها إيش؟ المؤسسة
+
+30
+00:02:21,170 --> 00:02:29,310
+بيحكينا تدفق نوعين إذا التدفق .. عندنا نوعين تدفق
+
+31
+00:02:29,310 --> 00:02:35,990
+داخل وهو المقبوض ماشي 
+
+32
+00:02:37,600 --> 00:02:40,960
+بنعبر عليه بإشارة جامعة بدل أن أنت بتجبي معناها
+
+33
+00:02:40,960 --> 00:02:47,180
+بالزيادة المصاري تدفق نقد خارج وهو 
+
+34
+00:02:47,180 --> 00:02:54,260
+عكس المقبوض المدفوع ونعبر عنه بالطرح ماشي لما
+
+35
+00:02:54,260 --> 00:02:58,480
+تدفعي حاجة معناها المصاري اللي معاكي بتقل جدا إذا 
+
+36
+00:02:58,480 --> 00:03:04,640
+داخل مقبوض لأصل إنه رقم موجب خارج مدفوع لأصل إنه 
+
+37
+00:03:04,640 --> 00:03:13,790
+رقم سالب  رقم 2 في الأهمية، تفضلي أخدتي 
+
+38
+00:03:13,790 --> 00:03:16,950
+بالك إن احنا هنتعرف على نقاط القوة والضعف بتاعت
+
+39
+00:03:16,950 --> 00:03:21,110
+المؤسسة في قدرتها على توليد cash نقدية، بمعنى هل 
+
+40
+00:03:21,110 --> 00:03:27,630
+المؤسسة تستطيع زيادة السيولة؟ أم نقص السيولة؟ إيش 
+
+41
+00:03:27,630 --> 00:03:30,870
+اللي عند المؤسسة بالظبط، نقاط قوة ونقاط ضعف؟ رقم 
+
+42
+00:03:30,870 --> 00:03:31,930
+3، تفضلي 
+
+43
+00:03:35,310 --> 00:03:39,050
+أداء الشركة هون اللي هو الأداء المالي ما هي نقاط 
+
+44
+00:03:39,050 --> 00:03:42,650
+القوة ونقاط الضعف في الأداء المالي لإيش للشركة إذا 
+
+45
+00:03:42,650 --> 00:03:46,270
+ما هي أهمية قائمة الدفقات النقدية بتوضح الأثر 
+
+46
+00:03:46,270 --> 00:03:50,150
+النقدي للمؤسسة من حيث تدفق النقد الداخلي وتدفق
+
+47
+00:03:50,150 --> 00:03:53,090
+النقد الخارجي بتعريفنا عن نقاط القوة والضعف في 
+
+48
+00:03:53,090 --> 00:03:56,130
+شغلتين في قدرة المؤسسة على توليد النقدية وفي
+
+49
+00:03:56,130 --> 00:03:59,450
+الأداء المالي لإيش لهذه المؤسسة خدي بالك إن احنا 
+
+50
+00:03:59,450 --> 00:04:05,370
+بنركز فقط على الأمور المالية أيضا من الأهمية مين
+
+51
+00:04:05,370 --> 00:04:13,950
+ما جاوبش؟ فضل يا سراء إذا 
+
+52
+00:04:13,950 --> 00:04:17,450
+بتساعدنا على تحديد معرفة القطر لنشاطات
+
+53
+00:04:17,450 --> 00:04:20,390
+المؤسسة نشاطات المؤسسة اللي هي البيع والشراء
+
+54
+00:04:20,390 --> 00:04:23,890
+نشاطات المؤسسة اللي هي البيع والشراء خلال
+
+55
+00:04:23,890 --> 00:04:27,310
+الفترة الحالية لحتى كيف بتمدرك عن طريق مقارنة رصيد 
+
+56
+00:04:27,310 --> 00:04:34,660
+أول مدة بإيش؟ بأخر مدة لو أنا عندي رصيد أول مدة مئة
+
+57
+00:04:34,660 --> 00:04:38,640
+ورصيد
+
+58
+00:04:38,640 --> 00:04:45,340
+أخر المدة مئة وعشرة صرفيننا إيش؟ صرفيننا زيادة
+
+59
+00:04:45,340 --> 00:04:48,600
+قاعدة قائمة التدفقات النقدية بتساعد على المعرفة
+
+60
+00:04:48,600 --> 00:04:53,760
+اللي هي الزيادة أخر حاجة تفضلي التعرف على 
+
+61
+00:04:53,760 --> 00:04:57,100
+الموجودات التي أدت لزيادة السيولة والمساعدة في
+
+62
+00:04:57,100 --> 00:04:59,720
+التنبؤ بالتدفقات النقدية المستقبلية لمعالجة
+
+63
+00:05:02,570 --> 00:05:05,410
+قبل ذلك يا أخوات حكينا إن الأصول أو موجودات أي 
+
+64
+00:05:05,410 --> 00:05:09,630
+مؤسسة هي استثماراتها، هي إيش؟ هي استثماراتها، إذا
+
+65
+00:05:09,630 --> 00:05:12,370
+بتساعدنا على التعرف على الأصول أو الاستثمارات التي
+
+66
+00:05:12,370 --> 00:05:16,630
+تؤدي لزيادة سيولة اللي هي إيش؟ المؤسسة، أيضا
+
+67
+00:05:16,630 --> 00:05:20,030
+بتساعدني على التنبؤ بالتدفقات النقدية اللي شرحناها
+
+68
+00:05:20,030 --> 00:05:23,430
+للدخل والخارج، لحتى نقدر نعالج الفائض أو العجز 
+
+69
+00:05:23,430 --> 00:05:28,600
+المتوقع، اللي هو الأداء المالي وده كان فيه فرص أو
+
+70
+00:05:28,600 --> 00:05:32,420
+مشاكل تحتاج إلى حلول إذا قائمة التدفقات النقدية زي
+
+71
+00:05:32,420 --> 00:05:35,160
+ما نشوف مع بعض بتساعدنا على التعرف على استثمارات
+
+72
+00:05:35,160 --> 00:05:39,560
+المؤسسة التي تؤدي لزيادة السيولة أيضا بتساعدنا على 
+
+73
+00:05:39,560 --> 00:05:45,140
+التنبؤ بالتدفقات النقدية في المستقبل لحتى نعالج 
+
+74
+00:05:45,140 --> 00:05:47,300
+الفائض أو العجز اللي عبرنا عليه بالأداء المالي
+
+75
+00:05:47,300 --> 00:05:51,200
+والفرص والمشاكل اللي تلوح في الأفق زي إيش عندنا
+
+76
+00:05:51,200 --> 00:05:54,540
+مشاكل الأزمة 
+
+77
+00:05:55,720 --> 00:05:59,540
+المالية العالمية العالم في عنده أزمة مالية هل 
+
+78
+00:05:59,540 --> 00:06:05,780
+هتأثر على الشركة بتاعتنا ولا لأ فرص زي إيش ممكن 
+
+79
+00:06:05,780 --> 00:06:11,440
+نكون لدينا فرص مثلا اتساع في السوق مثلا على سبيل
+
+80
+00:06:11,440 --> 00:06:14,500
+المثال لو السوق بتاعي اتساع هذا بالنسبالي فرصة
+
+81
+00:06:14,500 --> 00:06:17,580
+الفرصة هذه عشان أنا أستغلها لازم يكون معي سهولة 
+
+82
+00:06:17,580 --> 00:06:21,990
+لازم يكون عندي إيش؟ نقدية وإلا ما أقدرش أستغلها المرة
+
+83
+00:06:21,990 --> 00:06:25,270
+التانية، ما هي الأهمية؟ بنوضح الأثر النقدي لكافة 
+
+84
+00:06:25,270 --> 00:06:29,130
+نشاطات المؤسسة وشرحنا مع بعض الداخل والخارج بنوضح
+
+85
+00:06:29,130 --> 00:06:32,970
+نقاط القوة والضعف للمؤسسة سواء كان عن مستوى المالي 
+
+86
+00:06:32,970 --> 00:06:37,090
+أو عن قدرة توليد إيش؟ نقدية أيضًا بتحدد الأثر 
+
+87
+00:06:37,090 --> 00:06:41,510
+النقدي لكافة النشاطات لمعرفة الشركة هل أثرت بشكل 
+
+88
+00:06:41,510 --> 00:06:44,430
+إيجابي أو سلبي؟ أخر حاجة بتعرفنا على إيش؟ على 
+
+89
+00:06:44,430 --> 00:06:48,470
+استثمارات المؤسسة واضحة ولا أعيدها ثاني؟ عيدها
+
+90
+00:06:48,470 --> 00:06:57,390
+ثاني؟ ما الفرق بين قائمة التدفق النقدي وقائمة 
+
+91
+00:06:57,390 --> 00:07:01,990
+مصادر الأموال والاستخدامات؟
+
+92
+00:07:01,990 --> 00:07:06,090
+مصادر الأموال والاستخدامات أو السؤال ما الفرق بين
+
+93
+00:07:06,090 --> 00:07:08,330
+قائمة التدفق النقدي وبين الميزانية النقدية
+
+94
+00:07:08,330 --> 00:07:11,550
+التقديرية؟ ما الفرق بين الميزانية النقدية 
+
+95
+00:07:11,550 --> 00:07:14,430
+التقديرية وقائمة التدفق النقدي؟ مين ما جاوبش؟
+
+96
+00:07:14,430 --> 00:07:16,330
+اتفضلي، شامية؟
+
+97
+00:07:19,410 --> 00:07:23,390
+القائمة اللي بين إيدينا بتعبر عن إيش؟ عن الماضي 
+
+98
+00:07:23,390 --> 00:07:33,310
+يعني متى ممكن نسوي قائمة دخل لـ 2014 و 2013 ماشي و
+
+99
+00:07:33,310 --> 00:07:38,330
+ممكن 2014 و 2015 لأن 2015 اقتربت من النهاية طب هل 
+
+100
+00:07:38,330 --> 00:07:42,230
+ممكن أجي أقول بتدعم القائمة تدفق ونقد لـ 2016 و
+
+101
+00:07:42,230 --> 00:07:51,080
+2017؟ لأ ليش لأ؟ لأنه فقط قائمة تدفق النقدي على 
+
+102
+00:07:51,080 --> 00:07:55,540
+الماضي وهذا مش ماضي طيب، الميزانية التقديرية بتعبر 
+
+103
+00:07:55,540 --> 00:08:01,460
+عن إيش؟ عن مستقبل، إذا ممكن نحكي إن هدول الثلاث 
+
+104
+00:08:01,460 --> 00:08:07,480
+سنوات موازنة أو تدفقات نقدية وهذه عبارة عن إيش؟ 
+
+105
+00:08:07,480 --> 00:08:10,300
+ميزانية تقديرية، إذا ففي فرق واحد بالاتنين
+
+106
+00:08:10,300 --> 00:08:15,000
+الميزانية التقديرية بتعبرلي عن مستقبل فقط وخدي 
+
+107
+00:08:15,000 --> 00:08:19,370
+بالك من كلمة تقديرية لأن لو جال ميزانية وسكت، 
+
+108
+00:08:19,370 --> 00:08:23,990
+بتكونش تقديرية، لازم يحدد، إن جال ميزانية عمومية، 
+
+109
+00:08:23,990 --> 00:08:30,430
+بس، بتكون ماضي، ماشي؟ إذا جال أو حكالنا ميزانية 
+
+110
+00:08:30,430 --> 00:08:34,890
+عمومية تقديرية، بتكون مستقبل، إذا إيش اللي بيفرق 
+
+111
+00:08:34,890 --> 00:08:38,970
+بينهم كلمة تقديرية؟ كلمة تقديرية معناها المستقبل
+
+112
+00:08:41,960 --> 00:08:46,780
+ما الفرق والتشابه، قبل شوي أخذنا فرق بس، هان فرق
+
+113
+00:08:46,780 --> 00:08:50,080
+وتشابه، بين قائمة التدفقات النقدية ومصدر الأموال
+
+114
+00:08:50,080 --> 00:08:54,100
+واستخداماتها، ببساطة قائمة المصادر والاستخدامات عبارة
+
+115
+00:08:54,100 --> 00:08:57,460
+عن الزيادة أو النقصان في الميزانية العمومية، في 
+
+116
+00:08:57,460 --> 00:09:02,380
+بنودها يعني، هل النقدية زادت ولا قلت؟ أوراق القبض 
+
+117
+00:09:02,380 --> 00:09:07,000
+زادت ولا قلت؟ المخزون السلعي؟ هذا المقصود فيه،
+
+118
+00:09:07,000 --> 00:09:13,150
+نشوف مع بعض تفضلي قائمة مصادر الأموال تحدد التغير
+
+119
+00:09:13,150 --> 00:09:16,010
+سواء الزيادة أو النقص الذي طرأ على كل عنصر من 
+
+120
+00:09:16,010 --> 00:09:19,110
+عناصر الميزانية إذا نفس المعلومات اللي جابت شوية
+
+121
+00:09:19,110 --> 00:09:23,970
+قائمة مصادر الأموال واستخداماتها بتحدد إلينا 
+
+122
+00:09:23,970 --> 00:09:27,770
+الزيادة أو النقص في كل عنصر من عناصرها لكن 
+
+123
+00:09:27,770 --> 00:09:31,930
+التدفقات النقدية تحدد النتائج النقدية لكل نشاط
+
+124
+00:09:31,930 --> 00:09:35,110
+مارسته الشركة خلال الفترة اللي .. خدي بالك من 
+
+125
+00:09:35,110 --> 00:09:40,650
+كلمة نتائج إيش؟ نقدية، بمعنى تم البيع هذا اسمه 
+
+126
+00:09:40,650 --> 00:09:46,210
+نشاط طب لما تم البيع هل زادت السيولة ولا إيش صار؟ 
+
+127
+00:09:46,210 --> 00:09:50,570
+مش عارفين، إذن قائمة تدفقات نقدية بتحدد النتائج
+
+128
+00:09:50,570 --> 00:09:54,070
+النقدية لكل نشاط مارسته إيش؟ الشركة، إذن خدي بالك
+
+129
+00:09:54,070 --> 00:09:59,410
+قائمة المصادر والاستخدامات تدرس الزيادة أو النقصان 
+
+130
+00:09:59,410 --> 00:10:03,840
+في كل عنصر من عناصر الميزانية العمومية قائمة
+
+131
+00:10:03,840 --> 00:10:08,020
+تدفقات النقدية بتركز على الأمر النقدي، بتركز على
+
+132
+00:10:08,020 --> 00:10:12,800
+إيش؟ النتائج النقدية، واضح؟ إذا في فرق بالاتنين،
+
+133
+00:10:12,800 --> 00:10:15,440
+واحد على الزيادة والنقصان والتاني على نتائج الإيش؟
+
+134
+00:10:15,440 --> 00:10:19,280
+النقدية، طب الإثنين في إيش؟ بتشابهوا التشابه،
+
+135
+00:10:19,280 --> 00:10:19,640
+تفضلي 
+
+136
+00:10:22,790 --> 00:10:26,850
+لحتى أقدر أشوف في عندي زيادة أو نقصان ولحتى أقدر 
+
+137
+00:10:26,850 --> 00:10:30,010
+أشوف النتائج النقدية لازم يكون عندي شغلتين 
+
+138
+00:10:30,010 --> 00:10:34,550
+الميزانية العمومية قائمة الداخل أخدتي بالك إيش 
+
+139
+00:10:34,550 --> 00:10:38,050
+كتبنا هون الميزانية العمومية فقط ما قلناش تقديرية برك 
+
+140
+00:10:38,050 --> 00:10:42,210
+الله فيك إذا الميزانية الإيش؟ العمومية وهن قائمة 
+
+141
+00:10:42,210 --> 00:10:46,330
+الداخل إذا الإثنين بيختلفوا و بتشبهوا في حاجة
+
+142
+00:10:46,330 --> 00:10:49,710
+واحدة في إيش بيختلفوا؟ إن قائمة نصات الأموال و
+
+143
+00:10:49,710 --> 00:10:53,120
+استخداماتها بتركز على الزيادة أو النقصان في
+
+144
+00:10:53,120 --> 00:10:56,700
+الميزانية العمومية بينما قائمة الدفقات النقدية 
+
+145
+00:10:56,700 --> 00:11:02,120
+نتائج نقدية فقط بتركز على النقد طب فإيش بتشابه في
+
+146
+00:11:02,120 --> 00:11:05,140
+إن الإثنين لحتى أقدر أحسبهم لازم يكون عندي ميزانية
+
+147
+00:11:05,140 --> 00:11:11,540
+عمومية وقائمة إيش داخلة أعيد ولا أكمل؟ أتكلم عن
+
+148
+00:11:11,540 --> 00:11:16,680
+إيه؟ أتكلم عن أنواع قوائم الدفق النقدي أو تركيبتها
+
+149
+00:11:16,680 --> 00:11:19,540
+أنواعها أو إيش أو تركيبتها تفضلي
+
+150
+00:11:29,170 --> 00:11:31,630
+تعالوا نشوف مع بعض، أول حاجة تدفق النقدي من
+
+151
+00:11:31,630 --> 00:11:36,390
+الأنشطة الاستثمارية، اللي هنقول مع بعض التدفق
+
+152
+00:11:36,390 --> 00:11:40,050
+النقدي،
+
+153
+00:11:40,050 --> 00:11:43,510
+أنا هبدأ في السهل بعين، صعبها شوية، تدفق النقدي
+
+154
+00:11:43,510 --> 00:11:44,650
+الاستثماري
+
+155
+00:11:48,110 --> 00:11:51,910
+التدفق النقدي الاستثماري عبارة عن حاجة واحدة،
+
+156
+00:11:51,910 --> 00:11:58,550
+الأصول التابعة زادت أو إن وجدت، خدت بالك عشان
+
+157
+00:11:58,550 --> 00:12:03,970
+هيك؟ أنا حكيت حاجة واحدة، إذا من وين بنجيب نقد لو
+
+158
+00:12:03,970 --> 00:12:08,330
+استثمرنا من الأصول التابعة زادت أو إن إيش؟ إن
+
+159
+00:12:08,330 --> 00:12:10,770
+وجدت، زي إيش أصول تابعة؟
+
+160
+00:12:13,800 --> 00:12:22,900
+آلات، معدات، سيارات، أرض، مباني، كل هذه أشكال
+
+161
+00:12:22,900 --> 00:12:26,920
+الأصول أو أنواع الأصول إيش؟ التابعة، إذا أول نقد
+
+162
+00:12:26,920 --> 00:12:31,980
+أخدناه اللي هو النقد القادم من الاستثمار، في إيش
+
+163
+00:12:31,980 --> 00:12:36,760
+بنستثمر؟ في أصولنا التابعة واضح ولا عيدها؟ يجب أن
+
+164
+00:12:36,760 --> 00:12:39,620
+تاخذوا  بأيكوا منيحا لكي تفهموا، ما نبلّيهاش حفظ إذا
+
+165
+00:12:39,620 --> 00:12:44,500
+الأصول أو النقد القادم من الاستثمار النوع الثاني
+
+166
+00:12:44,500 --> 00:12:47,240
+من الاستثمارات أو من التدفقات النقدية اللي هو
+
+167
+00:12:47,240 --> 00:12:51,320
+التدفق والنقد القادم من إيش؟ من التمويل التشغيل
+
+168
+00:12:51,320 --> 00:12:54,220
+خلوه شوية بس القادم من التمويل، بدي أمسحها دي،
+
+169
+00:12:54,220 --> 00:13:00,340
+أمسحها هاي
+
+170
+00:13:00,340 --> 00:13:00,720
+التمويل
+
+171
+00:13:07,120 --> 00:13:11,880
+نشوف مع بعض الأنشطة القادمة من التمويل الأنشطة
+
+172
+00:13:11,880 --> 00:13:14,900
+التمويلية
+
+173
+00:13:14,900 --> 00:13:19,480
+يعني إلها علاقة بتمويل المؤسسة عبارة عن على سبيل
+
+174
+00:13:19,480 --> 00:13:27,420
+المثال ضرائب مؤجلة إطفاء
+
+175
+00:13:27,420 --> 00:13:34,980
+السند زيادة
+
+176
+00:13:36,660 --> 00:13:49,780
+ألف دولار، أوراق دفع أرباح موزعة هذا
+
+177
+00:13:49,780 --> 00:13:55,960
+الشهر، إذن بدنا نمثل على الأنشطة النقدية أو على تدفق
+
+178
+00:13:55,960 --> 00:14:00,380
+النقد القادم من التمويل، عندنا عسابين مثال ضرائب
+
+179
+00:14:00,380 --> 00:14:04,320
+موجلة، كيف يعني؟ الآن أنا عندي ضريبة مستحقة
+
+180
+00:14:04,320 --> 00:14:10,090
+للدولة، ضريبة أرباح ما دفعتهاش حصلت تمويل إلي كيف
+
+181
+00:14:10,090 --> 00:14:14,450
+يعني؟ المصاري المفروض أدفعها و أنا ما دفعتهاش ضالت
+
+182
+00:14:14,450 --> 00:14:18,030
+معايا أنا فهي تعتبر تمويل بمعنى أن أنت معك رسوم
+
+183
+00:14:18,030 --> 00:14:22,550
+الجامعة جاي تدفعيهم ما دفعتهمش، هيكون تمويل إليك،
+
+184
+00:14:22,550 --> 00:14:26,270
+ضالهم معاك لكن لو دفعتهم ما بطلوا تمويل اثنين إطفاء
+
+185
+00:14:26,270 --> 00:14:29,650
+السند المقصود بكلمة إطفاء معناها سداد لكن سداد
+
+186
+00:14:29,650 --> 00:14:35,880
+بالتدريج ماشي أنا على ال DNA إلكوابدل ما أسدد و
+
+187
+00:14:35,880 --> 00:14:39,340
+مرة واحدة و خلاص لأ بالتقسيط مقصد إيش السداد لإن
+
+188
+00:14:39,340 --> 00:14:41,680
+كلمة إطفاء إيش معناها؟ معناها سداد بالتدريج
+
+189
+00:14:41,680 --> 00:14:47,060
+استنى تعرفين و أدام الأدوات إيش الدين زيادة أوراق
+
+190
+00:14:47,060 --> 00:14:54,220
+الدفع زيادة أوراق الدفع بالنسبة لي إيش تمويل بشكل
+
+191
+00:14:54,220 --> 00:15:01,920
+عام زيادة الخصوم تمويل دائما إذا بشكل دائم زيادة
+
+192
+00:15:01,920 --> 00:15:06,340
+الخصوم سواء كانت أوراق دفع أو ديون كلها إيش كلها
+
+193
+00:15:06,340 --> 00:15:12,700
+تمويل آخر حاجة الأرباح الموزعة خدي بالك الأرباح
+
+194
+00:15:12,700 --> 00:15:18,600
+الموزعة أنا لما أوزعها ماشي بالنسبالي أنا بدفعها
+
+195
+00:15:18,600 --> 00:15:24,400
+واضح؟ الأرباح الموزعة لما نوزعها عن ناس ندفعها إذا
+
+196
+00:15:24,400 --> 00:15:30,550
+استخداملأن عندنا ملاحظة الأرباح الموزعة دائما
+
+197
+00:15:30,550 --> 00:15:34,850
+استخدام كلمة موزعة معناها وزعنا المصاري دائما إيش؟
+
+198
+00:15:34,850 --> 00:15:42,630
+استخدام الأرباح المحتجزة دائما تمويل أو مصدر تمويل
+
+199
+00:15:42,630 --> 00:15:47,310
+ماشي؟ إذا الأرباح الموزعة دائما استخدام لما أنا
+
+200
+00:15:47,310 --> 00:15:51,430
+أوزع المصاري اللي أمامي خلاص دفعتها تعتبر دائما ..
+
+201
+00:15:51,430 --> 00:15:54,840
+دائما .. خدي بالك من كلمة دائما يعني محسومة هذه،
+
+202
+00:15:54,840 --> 00:15:59,500
+مافيش فيها نقاش الأرباح المحتجزة إلكوا عندش ورق
+
+203
+00:15:59,500 --> 00:16:04,040
+مصاري ما بديش أعطيكم إياهم فبالتالي تمويل إلي زي رسوم
+
+204
+00:16:04,040 --> 00:16:07,540
+الجامعة اللي قبل شوية إذا إن قاعدة العامة الأرباح
+
+205
+00:16:07,540 --> 00:16:10,460
+الموزعة دائما استخدام الأرباح المحتجزة دائما إيش
+
+206
+00:16:10,460 --> 00:16:17,200
+مصدر، دائما مصدر نرجع لأول نقطة اللي هي الأنشطة
+
+207
+00:16:17,200 --> 00:16:24,310
+التشغيلية الأنشطة التشغيلية ركزوا معي لو سمحتوا عندنا
+
+208
+00:16:24,310 --> 00:16:33,330
+سؤال بيقول ادخلي أنواع النقد أو النقدية المباشرة
+
+209
+00:16:33,330 --> 00:16:40,830
+من العمليات التشغيلية سين
+
+210
+00:16:40,830 --> 00:16:44,330
+هيك لحالها اسمها مباشرة هتدرمز من رموز إيش معناها
+
+211
+00:16:44,330 --> 00:16:49,050
+مباشر؟ لإن إيش معناه سين؟ ما بقولش نكتب مباشرة،
+
+212
+00:16:49,050 --> 00:16:50,150
+نكتب سين وضلنا ماشيين
+
+213
+00:16:53,060 --> 00:17:01,260
+هنقسمه ل 3 أقسام 1 2 3 النقد
+
+214
+00:17:01,260 --> 00:17:10,500
+المباشر المقبوض من العملاء النقد المباشر المقبوض
+
+215
+00:17:10,500 --> 00:17:16,480
+من العملاء عبارة عن المبيعات أوراق القبض مدينين
+
+216
+00:17:16,480 --> 00:17:19,720
+إذن
+
+217
+00:17:20,730 --> 00:17:23,710
+المصاري اللي بجيبها من الناس إما على شكل المبيعات
+
+218
+00:17:23,710 --> 00:17:27,690
+إن أنا أبيعلك الجلم وأخد الفلوس أو على شكل أوراق
+
+219
+00:17:27,690 --> 00:17:30,490
+قبض أو مدينين إن أنا أبيعك وبدل ما أخدله فلوس أخد
+
+220
+00:17:30,490 --> 00:17:33,250
+كمبيالات وأوراق مالي أبيع الكمبيالات عارفة أنه إيش و
+
+221
+00:17:33,250 --> 00:17:39,730
+اتبعت لحق عيدها إذا إما أجيب مصاري من طريقتين
+
+222
+00:17:39,730 --> 00:17:44,870
+المبيعات أبيع الإبداع و أجيب مصاري وخلاص أو أبيع
+
+223
+00:17:44,870 --> 00:17:47,930
+الإبداع و آخد بدالها كمبيالات لإتباع الحق
+
+224
+00:17:52,350 --> 00:17:59,670
+النقد المدفوع للموردين عارفين مين الموردين؟ مين
+
+225
+00:17:59,670 --> 00:18:04,050
+بيذاكرنا؟ إيه ممتاز موردين الناس اللي بتجيب المواد
+
+226
+00:18:04,050 --> 00:18:11,770
+الخام عبارة
+
+227
+00:18:11,770 --> 00:18:15,230
+عن إما تكاليف المبيعات إن أنا أدفعلكم تكاليف البضاعة
+
+228
+00:18:15,230 --> 00:18:18,060
+اللي جبتوليها اللي هي المواد الخام أو المخصوم
+
+229
+00:18:18,060 --> 00:18:22,900
+السلعي اللي هو الإبداع أو أوراق الدفع خدي بالك هن
+
+230
+00:18:22,900 --> 00:18:26,460
+لاقي أوراق قبض معاهم مدينين و هنلاقي أوراق الدفع
+
+231
+00:18:26,460 --> 00:18:32,600
+معاهم إيش؟ معاهم دائمين آخر حاجة عندنا المصاريف
+
+232
+00:18:32,600 --> 00:18:38,740
+النقدية المصاريف النقدية هي الأمور الأخرى التي
+
+233
+00:18:38,740 --> 00:18:44,460
+ليست نقد مقبوض وليست نقد مدفوع الأمور الأخرى اللي
+
+234
+00:18:44,460 --> 00:18:49,710
+مش هدول زي إيش مثلا عندنا؟ زي .. خدي بالك سميناها
+
+235
+00:18:49,710 --> 00:18:54,910
+مصاريف زي مصاريف إدارية المصاريف الإدارية زي
+
+236
+00:18:54,910 --> 00:19:00,110
+الراتب مثلا زي مصاريف بيعية اللي علاقة بمبيعات زي
+
+237
+00:19:00,110 --> 00:19:08,510
+الفائدة فمعناها فائدة زي أجور ممتازة مصاريف
+
+238
+00:19:08,510 --> 00:19:15,500
+مدفوعة مقدما بنعملنا أربع أشكال، بنعملنا إيش؟ أربع
+
+239
+00:19:15,500 --> 00:19:19,500
+أشكال،
+
+240
+00:19:19,500 --> 00:19:28,120
+لأ خمسة، بنعملنا خمس أشكال، حاجة، عيد هادي،
+
+241
+00:19:28,120 --> 00:19:30,880
+المصاريف النقدية، جميع المصاريف التي ليست نقد
+
+242
+00:19:30,880 --> 00:19:33,960
+مقبوض أو نقد إيش مدفوعة أو جميع الأشياء التي ليست
+
+243
+00:19:33,960 --> 00:19:38,960
+نقد مقبوض أو مدفوعة، مصاريف إدارية، زي الرواتب،
+
+244
+00:19:38,960 --> 00:19:43,050
+مصاريف مدفوعة مقدما، زي لما أنتي تدفعي مقدمة ليه
+
+245
+00:19:43,050 --> 00:19:49,010
+الكهرب؟ مصاريف بيعية، إعلان، دعاية، أجور العمال،
+
+246
+00:19:49,010 --> 00:19:52,090
+طبعا في فرق بالأجور و الرواتب؟ فوائد، فوائد القروض
+
+247
+00:19:52,090 --> 00:19:55,910
+عيد؟
+
+248
+00:19:55,910 --> 00:19:59,970
+عيد ثاني ما هي أنواع النقد المباشرة القادمة
+
+249
+00:19:59,970 --> 00:20:04,590
+للعمليات التشغيلية فقط؟ مش استثمار، مش تمويل، لأنه
+
+250
+00:20:04,590 --> 00:20:08,420
+شرحنا قبل شوية الاستثمار والإعشاب والتمويل التشغيلية
+
+251
+00:20:08,420 --> 00:20:11,520
+إلها علاقة ببيع الشغل المؤسسة، يعني المصنع فتح
+
+252
+00:20:11,520 --> 00:20:16,980
+واشتغل النقد القادم من العملاء، القادم معناه جاي
+
+253
+00:20:16,980 --> 00:20:21,760
+عليا، معناه الجامعة، هيكون مبيعات أو أوراق قبل،
+
+254
+00:20:21,760 --> 00:20:25,840
+إما أبيع واخد المصاري cash أو إيش أو كمبيالات،
+
+255
+00:20:25,840 --> 00:20:28,840
+النقد اللي أنا دفعه، إذا هذا يا أخوه، ده هيكون
+
+256
+00:20:28,840 --> 00:20:34,140
+داخل، و هذا هيكون إيش؟ خارج، بدأ الكلمة دفعة طول،
+
+257
+00:20:34,140 --> 00:20:39,890
+خارج أنا إيش هدفع؟ تكاليف المبيعات اللي إحنا جبناها
+
+258
+00:20:39,890 --> 00:20:43,050
+وصنعناها وبيعناها البضاعة اللي المخصص السلعي
+
+259
+00:20:43,050 --> 00:20:47,010
+أوراق رش أوراق للدفع إذا أنا ممكن أدفع تلاتة هدول
+
+260
+00:20:47,010 --> 00:20:52,730
+وممكن أجيب لاتنين هدول في مصاريف أخرى أو نقدية
+
+261
+00:20:52,730 --> 00:20:56,210
+مباشرة تشغيلية أخرى مش مقبوض ومش .. مش مقبوض من
+
+262
+00:20:56,210 --> 00:21:00,870
+عملاء ومش مدفوع للموردين مصاريف إدارية حكينا زي
+
+263
+00:21:00,870 --> 00:21:06,110
+رواتب، مصاريف مدفوعة مقدما زي الدفع المسبق، أجور،
+
+264
+00:21:06,110 --> 00:21:09,990
+أيها، فوائد، الفوائد هذه معناها فوائد أو مصاريف
+
+265
+00:21:09,990 --> 00:21:15,130
+بيعيه، المصاريف البيعية إلها علاقة بالدعاية وإيش
+
+266
+00:21:15,130 --> 00:21:22,110
+والإعلان تفضلي؟ في
+
+267
+00:21:22,110 --> 00:21:25,970
+فرق بين الراتب والأجر، ماشي، المصاريف الإدارية
+
+268
+00:21:25,970 --> 00:21:32,350
+اللي هي كل آخر شهر يجب أن تدفع زي ذلك، الأجر لأ،
+
+269
+00:21:32,350 --> 00:21:35,770
+عندنا عمال اشتغلوا، اللهم أجر، ما اشتغلوش، ما لهموش
+
+270
+00:21:35,770 --> 00:21:38,930
+على أي حاجة، القانون ما لهموش حاجة، لكن الراتب لأ،
+
+271
+00:21:38,930 --> 00:21:42,890
+الراتب يكون موظف دائم، ماشي مثلا، على سبيل المثال اللي
+
+272
+00:21:42,890 --> 00:21:47,370
+عندنا في الجامعة، في عندنا في الصيف إجازة شهرين هل
+
+273
+00:21:47,370 --> 00:21:50,290
+معناه عشان أنا أخدت إجازة في الصيف شهرين ما ليش
+
+274
+00:21:50,290 --> 00:21:54,070
+راتب؟ لأ إيه ليه راتب؟ ليش لإني موظف دائم، لكن
+
+275
+00:21:54,070 --> 00:21:58,570
+مثلا عندنا الصابورة هذه خربانة، يجي العامل صلى،
+
+276
+00:21:58,570 --> 00:22:02,090
+حابب ياخد أجر الصابورة مش خربانة هو ماشي هو ما لوش
+
+277
+00:22:02,090 --> 00:22:06,730
+عندي حاجة إذا الأجر يمتاز بعدم الثبات أو من أشكال
+
+278
+00:22:06,730 --> 00:22:09,810
+أو صفاته إيش عدم الثبات شكرا على السؤال اللي عندي
+
+279
+00:22:09,810 --> 00:22:13,190
+عيد ثاني لأنشطة التشغيلية أو قارن تدفق و نعيدها
+
+280
+00:22:13,190 --> 00:22:15,430
+مع بعض تدفق و نقد من أنشطة التشغيلية الأربعة .. 
+
+281
+00:22:15,430 --> 00:22:20,190
+التلاتة هدول داخل خارج أخرى الأنشطة الاستثمارية
+
+282
+00:22:20,190 --> 00:22:23,490
+تقولنا واحدة بس اللي هي الأصول التابعة زائد أصول 
+
+283
+00:22:23,490 --> 00:22:28,290
+أخرى in وجدة عشان تقولنا واحدة النقد القادم للأنشطة
+
+284
+00:22:28,290 --> 00:22:32,450
+التمويلية اللي هو إيش؟ اللي هو التمويل واخدنا عليه
+
+285
+00:22:32,450 --> 00:22:39,930
+أمثلة، هتعيدها؟ تعيدها ثاني؟ عشان أنا أشغل على
+
+286
+00:22:39,930 --> 00:22:42,550
+قائمة تدفق النقد، بيحكي لازم يكون عندك شغلتين وإلا
+
+287
+00:22:42,550 --> 00:22:46,870
+بظبطش، إيش هم الشغلتين هدول؟ مين يا أخوات حابة
+
+288
+00:22:46,870 --> 00:22:49,370
+تجاوب؟ تفضلي؟
+
+289
+00:22:52,560 --> 00:22:58,280
+خد بالك لازم يكون عندي ميزانية عمومية لعامين، إذا 
+
+290
+00:22:58,280 --> 00:23:02,680
+لو أعطاني ميزانية عمومية لسنة واحدة مابظبطش، لو
+
+291
+00:23:02,680 --> 00:23:06,360
+أعطاني ميزانية عمومية لسنة واحدة مابظبط، لازم يكون
+
+292
+00:23:06,360 --> 00:23:11,540
+سنتين، وإيش مطلوب منها كمان؟ قائمة دخل لسنة واحدة،
+
+293
+00:23:11,540 --> 00:23:16,440
+إذا لازم يكون عندي ميزانية عمومية لسنتين وقائمة
+
+294
+00:23:16,440 --> 00:23:18,120
+دخل إيش لسنة واحدة
+
+295
+00:23:22,060 --> 00:23:25,080
+كيف يتم إعداد الدفق النقدي أو قائمة الدفق النقدي؟
+
+296
+00:23:25,080 --> 00:23:34,000
+عندنا أسلوبين إما مباشر أو غير مباشر مباشر
+
+297
+00:23:34,000 --> 00:23:38,540
+أو غير مباشر والاتنين بدنا نفهمهم مش نحفظهم، بدنا
+
+298
+00:23:38,540 --> 00:23:41,740
+نفهمهم هنبدأ اليوم إن شاء الله مع بعض في الأسلوب 
+
+299
+00:23:41,740 --> 00:23:48,460
+المباشر direct بتاعة الصفحة 287 أتوقع معاكوا الكتب
+
+300
+00:23:49,850 --> 00:23:56,910
+اللي ماعندهمش تشوفوا زمتها اللي معه صفحة 287 كيف
+
+301
+00:23:56,910 --> 00:24:01,110
+الوضع؟
+
+302
+00:24:01,110 --> 00:24:11,030
+في
+
+303
+00:24:11,030 --> 00:24:15,450
+حد يا أخوات ماعندهمش كتاب؟ في ناس قاعدين ماعندهمش كتب؟
+
+304
+00:24:15,450 --> 00:24:19,800
+يا ناس اللي معهم عطيهم لو سمحت كتابك عشان هم
+
+305
+00:24:19,800 --> 00:24:22,640
+يتابعوا معانا لأنه صعب أن نكتب السؤال على السبورة
+
+306
+00:24:22,640 --> 00:24:27,620
+لأنه طويل مين كمان ناس معاهم مش ولا كتاب؟ في ناس
+
+307
+00:24:27,620 --> 00:24:30,680
+معاهم مش ولا كتاب؟ قولوا بالكم مش هتفهموا حاجة لو
+
+308
+00:24:30,680 --> 00:24:35,100
+ماعندكوش كتاب هقوم أنا فوادي و أنتوا فوادي في حد
+
+309
+00:24:35,100 --> 00:24:38,800
+قاعد .. في بنات معاهم كتابين جانب بعض أو كده؟ معاك
+
+310
+00:24:38,800 --> 00:24:42,400
+كتاب يا آنتي؟ تعالي هان في البنات اللي قدام
+
+311
+00:24:42,400 --> 00:24:46,540
+معاهم كتاب اللي لابس أبيض و ذاتي و اللي جانبها
+
+312
+00:24:46,540 --> 00:24:54,100
+معاك كتاب؟ سلسبيل معاكي دلال معاكي كتاب؟ روح يا 
+
+313
+00:24:54,100 --> 00:24:58,520
+سلسبيل عن دلال الناس
+
+314
+00:24:58,520 --> 00:25:03,420
+اللي هنا في حدا ماعندوش كتب تعالوا نبدأ نقرأ
+
+315
+00:25:03,420 --> 00:25:08,840
+المثال تفضلي يا روان فين لو سمحت صفحة ماتنين سبعة
+
+316
+00:25:08,840 --> 00:25:09,340
+و ثمانين
+
+317
+00:25:16,820 --> 00:25:20,460
+في عندنا بيانات عن شركة اسمها الرواش ده، شركة
+
+318
+00:25:20,460 --> 00:25:24,500
+الرواش ده هذه مطلوب مننا ان نعدلها قائمة مصادر
+
+319
+00:25:24,500 --> 00:25:29,120
+الأموال واستخداماتها، هذه هنأجلها شوية، وقائمة
+
+320
+00:25:29,120 --> 00:25:31,980
+الدفق والنقد اللي هو موضوعنا اليوم، نطلع مع بعض
+
+321
+00:25:31,980 --> 00:25:37,400
+إيش معطينا؟ معطينا قائمة الدخل، قائمة إيش؟ الدخل،
+
+322
+00:25:37,400 --> 00:25:40,140
+ان طبعا انت أخذت في زمانه قائمة الدخل مكونة من 
+
+323
+00:25:40,140 --> 00:25:45,130
+المبيعات، تكلفة المبيعات، مجمل الربح المصاريف 
+
+324
+00:25:45,130 --> 00:25:54,670
+الإهلاكات وهكذا فاهمين الجدول هذا؟ فاهمينه؟
+
+325
+00:25:54,670 --> 00:25:59,570
+صرف المبيعات 256120
+
+326
+00:25:59,570 --> 00:26:03,810
+دينار جيبها من المبيعات بعيني أبضعة بالمبلغ هذا
+
+327
+00:26:03,810 --> 00:26:12,270
+تكاليف المبيعات اللي هي 190840 هذا
+
+328
+00:26:12,270 --> 00:26:16,650
+اللي اسم المبلغ الفردي من وين جاب المبلغ الجمالي؟
+
+329
+00:26:16,650 --> 00:26:22,950
+دائما بينقصين طرح طرح صحف المبيعات من التكليف جاب 
+
+330
+00:26:22,950 --> 00:26:28,610
+مجمل الربح لازم تفهم الجدول من وين إجا ماشي مصاريف
+
+331
+00:26:28,610 --> 00:26:34,230
+البيع كاتبها بينقصين معناها تكليف دائما بينقصين 
+
+332
+00:26:34,230 --> 00:26:37,970
+إيش معناها؟ تكليف و بينقصين دائما معناها طرح 
+
+333
+00:26:37,970 --> 00:26:44,620
+بينقصين معناها إيش؟ طرح مصاريف البيع كاتبها مصاريف 
+
+334
+00:26:44,620 --> 00:26:54,280
+إدارية استهلاك صافي دخل العمليات قبل الفوائد من 
+
+335
+00:26:54,280 --> 00:26:58,760
+أين جابها؟ من بقى؟ ممتاز طرح مجمل الربح من إجمال 
+
+336
+00:26:58,760 --> 00:27:03,340
+المصاريف من أين جاب صافي الدخل هيوضح القائمة مش 
+
+337
+00:27:03,340 --> 00:27:06,940
+صعبة بعدين عندنا الفوائد المدفوعة بين قصير معناها
+
+338
+00:27:06,940 --> 00:27:13,320
+طرح جيبني صافي الدخل بعدين الدرائب بينقصين برضه
+
+339
+00:27:13,320 --> 00:27:16,500
+ترحل، إذا كل الأرقام اللي اتت في القايمة دي
+
+340
+00:27:16,500 --> 00:27:20,300
+بينقصين على طول بتنطرح، والأرقام اللي ماهاش قوسين
+
+341
+00:27:20,300 --> 00:27:25,140
+على طول إيش، تجمع، هذا الكلمة أخدته في محاسبة
+
+342
+00:27:25,140 --> 00:27:30,640
+واحد، نشوف الصفحة التالية، احنا قبل شوية قولنا
+
+343
+00:27:30,640 --> 00:27:34,700
+لنفسنا، إنه عشان أنا أقدر أشتغل على قائمة دفق
+
+344
+00:27:34,700 --> 00:27:38,380
+نقدي، لازم يكون عندي قائمة .. قائمة دخل لسنة واحدة
+
+345
+00:27:38,380 --> 00:27:42,850
+اللي إحنا شفناها في 287 إذا أنا الجد ولدته واتطلعنا
+
+346
+00:27:42,850 --> 00:27:47,030
+عليه واتناقشنا فيه قائمة الدخل رقم واحد لازم يكون
+
+347
+00:27:47,030 --> 00:27:52,430
+عند إيش ميزانية عمومية لسنتين لو اتطلعتي على صفحة 
+
+348
+00:27:52,430 --> 00:27:56,950
+288 عندك
+
+349
+00:27:56,950 --> 00:28:02,670
+الميزانية العمومية ل 2011 و 2012 لو أعطاني 2011
+
+350
+00:28:02,670 --> 00:28:07,750
+مقدرش أحل السؤال لحالها يعني لو أعطاني 2012 لحالها
+
+351
+00:28:07,750 --> 00:28:10,940
+بظاهر محلش لازم سنتين نشوف معبار طبع الميزانية
+
+352
+00:28:10,940 --> 00:28:13,900
+العاملي يعرفها اللي هي النقد أوراق مالية، مدينون، 
+
+353
+00:28:13,900 --> 00:28:23,340
+بضاعة وهكذا عندك عمود 2011 و عمود 2012 في عندك 
+
+354
+00:28:23,340 --> 00:28:27,680
+العمود رقم أربع شايفاه اللي هو التغير من وين جاب 
+
+355
+00:28:27,680 --> 00:28:34,020
+التغير؟ ممتاز طرح من وين جاب التغير؟ على طول طرح 
+
+356
+00:28:34,020 --> 00:28:38,360
+مع مراعاة الإشارة لأنها إشارة بتهمني في النقد
+
+357
+00:28:38,360 --> 00:28:48,960
+مثلا قال 7560 ناقص 6890 طبعا
+
+358
+00:28:48,960 --> 00:28:54,970
+يا أخوات لما نيجي نجيب التغير الجديد من القديم لما 
+
+359
+00:28:54,970 --> 00:28:58,090
+أجيب التغير وإيش بنسوي؟ لسه جاب شوية حكاية مع بعض 
+
+360
+00:28:58,090 --> 00:29:02,390
+إنه إحنا بتهمنّا الإشارة فعشان تظبط معي بأطرح السنة
+
+361
+00:29:02,390 --> 00:29:06,490
+الجديدة من القديمة وليس العكس .. العكس هتشجلبني
+
+362
+00:29:06,490 --> 00:29:09,510
+الإشارات فأنا ريحلي عشان أجيب نفس نتيجة البنات
+
+363
+00:29:09,510 --> 00:29:14,650
+بأطرح الجديد من إيش؟ من القديمة طبعا خذي بالك في
+
+364
+00:29:14,650 --> 00:29:17,310
+الميزانية .. بس في الكتاب هو جاب التغير .. التغير
+
+365
+00:29:17,310 --> 00:29:20,390
+أنت اللي بتجيبيه .. تغير أنت اللي بتجيبيه .. تطرحي 
+
+366
+00:29:20,390 --> 00:29:25,680
+.. هدى من هدى .. في سؤال؟ مطلوب مننا نعيد قائمة
+
+367
+00:29:25,680 --> 00:29:32,920
+مصادر أو قائمة الدفقات إيش النقدية نعمل 
+
+368
+00:29:32,920 --> 00:29:34,500
+قفزة على صفحة 293
+
+369
+00:29:46,500 --> 00:29:52,080
+في 93 هاي حل السؤال في 93 هاي حل إيش السؤال تعالوا
+
+370
+00:29:52,080 --> 00:29:57,080
+شورى شورى نحل مع بعض لحتى نجيب نفس إيش نفس الحل و
+
+371
+00:29:57,080 --> 00:30:00,220
+نفهم مع بعض عشان نحل السؤال لازم نضلنا فاتحين عن 
+
+372
+00:30:00,220 --> 00:30:04,980
+ميزانية العمومية ده نرجع لصفحة 288 نفتح 288 نبدأ 
+
+373
+00:30:04,980 --> 00:30:05,880
+إيش؟ نحل 
+
+374
+00:30:14,940 --> 00:30:19,980
+إذن هنحل إن شاء الله مع بعض قائمة التدفقات النقدية 
+
+375
+00:30:19,980 --> 00:30:24,280
+بشكل مباشر اللي ممكن يقول لي باستخدام الأسلوب 
+
+376
+00:30:24,280 --> 00:30:27,960
+المباشر وزي ما أنت شايفه طويلة شوية أو الأسلوب غير
+
+377
+00:30:27,960 --> 00:30:32,680
+المباشر وهي ليست طويلة، هذه أسهل نطلع نظرة سريعة
+
+378
+00:30:32,680 --> 00:30:35,600
+على الجدول اللي هنحله المحاضرة الجاية لأنه مش 
+
+379
+00:30:35,600 --> 00:30:40,480
+هيسعفنا الوقت أول حاجة في عندك عنوان رئيسي اللي هو 
+
+380
+00:30:40,480 --> 00:30:45,140
+التدفق النقدي من العمليات التشغيلية و كتبناها مع
+
+381
+00:30:45,140 --> 00:30:48,700
+بعض، فاكرين أولًا سيناها؟ وكتبناها مع بعض،
+
+382
+00:30:48,700 --> 00:30:53,540
+العمليات التشغيلية عندك 
+
+383
+00:30:53,540 --> 00:30:56,160
+صرف المبيعات، من أين بنجيب صرف المبيعات يا أخوات؟ 
+
+384
+00:30:56,160 --> 00:30:59,660
+من قائمة الدخل ولا الميزانية؟ قائمة الدخل، ممتاز،
+
+385
+00:30:59,660 --> 00:31:05,280
+بنجيب المبيعات من قائمة إيش؟ الدخل طب المدينين ..
+
+386
+00:31:05,280 --> 00:31:08,480
+المدينين
+
+387
+00:31:08,480 --> 00:31:12,270
+.. ممتاز الميزانية ممكن طالبة تقول إيش معنى هدول
+
+388
+00:31:12,270 --> 00:31:16,450
+الاثنين؟ ارجع للتـو أخذناه لما قولنا أنواع تدفقات 
+
+389
+00:31:16,450 --> 00:31:22,250
+نقدية تشغيلي استثماري تمويلي وعملنا خريطة قولنا
+
+390
+00:31:22,250 --> 00:31:27,290
+التشغيلي أول حاجة فيه المقبوض من العملاء قولنا 
+
+391
+00:31:27,290 --> 00:31:31,530
+حاجتين بس المبيعات من أوراق القبض أو المدينين 
+
+392
+00:31:31,530 --> 00:31:38,660
+أوراق القبض أو المدينين مالكم يا عزيزي؟ أنا خايف
+
+393
+00:31:38,660 --> 00:31:40,500
+أبدأ في حل السؤال اللي أنا ما أقدرش أخلصه، وهيك
+
+394
+00:31:40,500 --> 00:31:47,340
+هصير مشكلة ما هو عشان هيك، هنشرحه على سريحه، نمسك 
+
+395
+00:31:47,340 --> 00:31:47,420
+و
+
+396
+00:31:47,420 --> 00:32:04,420
+نقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقن
+
+397
+00:32:06,250 --> 00:32:11,190
+قلنا تكلفة المبيعات قلنا البضاعة .. أيوه تكلفة 
+
+398
+00:32:11,190 --> 00:32:15,450
+المبيعات من قائمة الدخل البضاعة و الدائنين من
+
+399
+00:32:15,450 --> 00:32:19,610
+الميزانية إذن تكلفة المبيعات من وين جاء بالرقم؟ من
+
+400
+00:32:19,610 --> 00:32:23,390
+قائمة الدخل البضاعة والدائنين من وين جاء بالرقم؟
+
+401
+00:32:23,390 --> 00:32:27,270
+من الميزانية بعدين كانت عندنا آخر حاجة كتبناها
+
+402
+00:32:27,270 --> 00:32:29,870
+الآن اللي هم الخمسة وسألته عن الأجوبة للرواتب أو 
+
+403
+00:32:29,870 --> 00:32:34,790
+الأجور الإدارية اللي هم كانوا عبارة عن الضريبة أو
+
+404
+00:32:34,790 --> 00:32:40,810
+المصاريف النقدية، الأجور، الفوائد، ممتاز، الضريبة
+
+405
+00:32:40,810 --> 00:32:44,490
+وهكذا طبعا خذي بالك مش شرط كل البنود هذه تكون 
+
+406
+00:32:44,490 --> 00:32:48,130
+موجودة في السوق، الموجود فقط يعني أنا لو ما لجيت
+
+407
+00:32:48,130 --> 00:32:50,230
+فوائد معناها الشركة ما عندنا ناخذ القرض، مابقولش أنا
+
+408
+00:32:50,230 --> 00:32:53,830
+وين الفوائد، واضح؟ إذا مش شرط تكون كلها موجودة
+
+409
+00:32:53,830 --> 00:32:57,970
+بنفس الترتيب هذا بعدين من جيب التدفق النقد
+
+410
+00:32:57,970 --> 00:33:03,320
+التشغيلي زي ما هشوف مع بعض بعدين عندك رقم اثنين،
+
+411
+00:33:03,320 --> 00:33:05,780
+شوفت اثنين اللي صغيرة؟ اللي هو تدفق النقد 
+
+412
+00:33:05,780 --> 00:33:09,840
+الاستثماري؟ احنا قولنا التدفق الاستثماري واحدة، 
+
+413
+00:33:09,840 --> 00:33:13,920
+اللي هي الأصول التابعة زائد أصول أخرى إن وجدت
+
+414
+00:33:13,920 --> 00:33:19,160
+الألات من وين جايبها؟ من الميزانية، من وين جايب 
+
+415
+00:33:19,160 --> 00:33:23,120
+الألات؟ من الميزانية حقوق الامتياز برضه من
+
+416
+00:33:23,120 --> 00:33:26,520
+الميزانية، ماشي؟
+
+417
+00:33:28,750 --> 00:33:33,570
+آخر حاجة اللي هي رقم تلاتة التدفق النقد التمويلي
+
+418
+00:33:33,570 --> 00:33:41,670
+اللي احنا قولنا فيه الضرائب المؤجلة إطفاء قولنا 
+
+419
+00:33:41,670 --> 00:33:46,130
+إطفاء معناه السداد بالتدريج أي نوع من نوع الإطفاء
+
+420
+00:33:46,130 --> 00:33:51,030
+معناه السداد بالتدريج أوراق الدفع هنشوف أوراق 
+
+421
+00:33:51,030 --> 00:33:55,360
+الدفع ليش تمويل أرباح موزعة أوراق ده في علشان تمويل
+
+422
+00:33:55,360 --> 00:33:59,980
+لأنه قبل شوية لسه حكينا جميع أنواع الخصوم في حالة
+
+423
+00:33:59,980 --> 00:34:06,580
+الزيادة تكون مصدر تمويل عيد تاني في حالة زيادة
+
+424
+00:34:06,580 --> 00:34:15,700
+الخصوم تكون إيش؟ تكون مصدر تمويل بعدين
+
+425
+00:34:15,700 --> 00:34:20,850
+في صفحة 294 رايح جايلي بعد كلمة الصافي التمويلي
+
+426
+00:34:20,850 --> 00:34:26,450
+واحد زي اتنين زي تلاتة إيش يعني؟ جامع نتيجة واحد
+
+427
+00:34:26,450 --> 00:34:32,870
+الولس التشغيلي زي .. اي ممتاز الاستثماري ممتاز و
+
+428
+00:34:32,870 --> 00:34:38,170
+جايبين النقطة بأول السنة و في آخر إيش السنة ممكن
+
+429
+00:34:38,170 --> 00:34:43,870
+طالب حابة تشرح لحالها تشوف مع بعض الرقم اللي انطرح
+
+430
+00:34:43,870 --> 00:34:48,130
+اللي هو بين قوسين عندك أو أنت حاسيتيه متروح هذا
+
+431
+00:34:48,130 --> 00:34:54,350
+بيكون تدفق خارج إيش معنى تدفق خارج أنا دفعته ماشي
+
+432
+00:34:54,350 --> 00:35:05,730
+إذا عندنا مثلاً في صفحة 293 صف المبيعات كذا 256120
+
+433
+00:35:05,730 --> 00:35:10,190
+كتبناه تحت الكاتب يُطرح 
+
+434
+00:35:13,420 --> 00:35:16,980
+الزيادة في المدينين تعالوا نرجع لزيادة العمومية،
+
+435
+00:35:16,980 --> 00:35:19,780
+نشوف أنا ليش طرحت المدينين، ما جمعتهاش، لأن
+
+436
+00:35:19,780 --> 00:35:33,580
+الموضوع بده فهم صفحة 288 المدينون
+
+437
+00:35:33,580 --> 00:35:41,540
+كانت في 2011 أربع وأربعين ألف وسبعمية ماشي
+
+438
+00:35:42,620 --> 00:35:48,720
+في 2012 زادت ولا قلت؟ زيادة .. خلي بالي كده
+
+439
+00:35:48,720 --> 00:35:54,120
+قاعدة كفاضية زي اسمك زيادة الأصول استخدام عشان هي
+
+440
+00:35:54,120 --> 00:36:00,960
+كانت طرحت إيش يعني استخدام؟ مع أن أنا يا أسمعان
+
+441
+00:36:00,960 --> 00:36:04,160
+أنا قاعدة ببيع أعضاء الكو بتعطوني إيش مسار؟ مافيش
+
+442
+00:36:04,160 --> 00:36:08,940
+حاجة تاخد جيبتي ولا الخزينة والسنة اللي بعد ده نفس
+
+443
+00:36:08,940 --> 00:36:14,040
+الجثة المبلغ قاعد يزيد وأنا مش ماخدة ولا حاجة طب
+
+444
+00:36:14,040 --> 00:36:19,520
+احنا إيش عرفنا إن أنتِ هتاخدي؟ ماشي الآن أنا كان
+
+445
+00:36:19,520 --> 00:36:24,920
+إلي عندكوا أو إلكوا عندي أربع وأربعين ألف وسبعمية
+
+446
+00:36:24,920 --> 00:36:31,740
+ماشي أربع وأربعين ألف وياشفر سبعمية هذا إلي ..
+
+447
+00:36:31,740 --> 00:36:35,180
+اللي إلي أنا عندكوا بس أنا لسه الخزنة مسكرة مفتحتش
+
+448
+00:36:35,180 --> 00:36:41,720
+ححطه المصاد السنة اللي بعدها لجيت المبلغ صار المسار
+
+449
+00:36:41,720 --> 00:36:46,540
+اللي إلي عليكوا زادت ولسه الخزنة مسكرة معناه هذا
+
+450
+00:36:46,540 --> 00:36:51,900
+استخدام طيب افرض إجيتوا وأنتوا سددوا معناه أنا 
+
+451
+00:36:51,900 --> 00:36:54,680
+فتحت الخزنة وقاعدة بحط المسار تبعتكم معناه المبلغ
+
+452
+00:36:54,680 --> 00:37:02,920
+هيقل إذا انخفاض الأصول مصدر عيدها؟ أنا ادينت من
+
+453
+00:37:02,920 --> 00:37:06,020
+واحدة فيكوا ميت شاكل طيب
+
+454
+00:37:07,010 --> 00:37:13,870
+أخدت حاجة لها لسه؟ لو ال 100 شكل صاروا 50، معناه
+
+455
+00:37:13,870 --> 00:37:17,710
+أنا دفعتهم إلها، إن هذا مصدر تمويل إلها، إنها أخدت
+
+456
+00:37:17,710 --> 00:37:22,250
+المصاري من ال 50 بتاعوني، ماشي؟ طب لو ال 100 شكل
+
+457
+00:37:22,250 --> 00:37:28,010
+صاروا 160، معناه إنه أنا روحت عليك واتدينت منك 60
+
+458
+00:37:28,010 --> 00:37:32,670
+شكل كمان فوق ال 100، بالنسبة لك أنت هذا .. واضح؟
+
+459
+00:37:32,670 --> 00:37:36,230
+استخدام، ممتاز، واضحه اللي عيدها؟ إن شاء الله
+
+460
+00:37:36,230 --> 00:37:40,050
+السؤال هنشرحه بالتفصيل المحاضرة القادمة ونشوف من
+
+461
+00:37:40,050 --> 00:37:43,490
+وين جاب الأرقام وشوية شوية المحاضرة القادمة إن
+
+462
+00:37:43,490 --> 00:37:45,970
+شاء الله الساعة تمانية تكونوا في القاعة ماشي
+
+463
+00:37:45,970 --> 00:37:46,910
+يعطيكوا العافية 
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk_raw.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..14d2384ba963c046c41c7713137cedf6701b62c7
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8cXIDTbMvWk_raw.srt
@@ -0,0 +1,1852 @@
+1
+00:00:22,260 --> 00:00:24,340
+عودوا بالله السميع العليم من الشيطان الرجيم بسم
+
+2
+00:00:24,340 --> 00:00:26,820
+الله الرحمن الرحيم الحمد لله والصلاة والسلام عن
+
+3
+00:00:26,820 --> 00:00:30,500
+مصطفى الأمين سيدنا محمد وعلى آله ومن ساره على دربي
+
+4
+00:00:30,500 --> 00:00:33,400
+حسين مدينه في البداية السلام عليكم ورحمة الله كيف
+
+5
+00:00:33,400 --> 00:00:38,020
+حالكم؟ كيف أسبحتوا اليوم؟ كويسي إن شاء الله اليوم
+
+6
+00:00:38,020 --> 00:00:40,440
+هنبدأ مع بعض في شابت رجيد في مساق الإدارة المالية
+
+7
+00:00:40,440 --> 00:00:46,780
+اللي هو قائمة التدفقات النقدية ما المقصود بقائمة
+
+8
+00:00:46,780 --> 00:00:48,520
+التدفقات النقدية؟ تفضلي
+
+9
+00:00:51,860 --> 00:00:54,840
+إذن أول حاجة هنتعلمها مع بعض إن قائمة الدفعقات
+
+10
+00:00:54,840 --> 00:00:58,420
+النقدية هي عبارة عن بديل لقائمة مصاد الأموال
+
+11
+00:00:58,420 --> 00:01:01,940
+والإيش واستخداماتها، ببساطة قائمة مصاد الأموال
+
+12
+00:01:01,940 --> 00:01:05,440
+واستخداماتها هي الزيادة أو النقص في كل عنصر من
+
+13
+00:01:05,440 --> 00:01:09,180
+عناصر الميزانية العمومية، إذن شو يعني قائمة مصاد
+
+14
+00:01:09,180 --> 00:01:13,000
+الأموال واستخداماتها الزيادة أو النقص في كل عنصر
+
+15
+00:01:13,000 --> 00:01:17,060
+من عناصر الميزانية العمومية، تفضلي؟ وهي من أهم
+
+16
+00:01:17,060 --> 00:01:20,340
+القوام المالية التي تساعد مستخدمي هذه على تعرف على
+
+17
+00:01:20,340 --> 00:01:24,020
+الأوضاع الماليةشو معنى الوضع المالي للشركة؟ هل
+
+18
+00:01:24,020 --> 00:01:31,180
+لديها فائض؟ عجز؟ هل لديها عجز؟ هل لديها ديون؟ ما
+
+19
+00:01:31,180 --> 00:01:34,120
+هي أخبار الأسهم؟ و هكذا إذا شو معنى الوضع المالي
+
+20
+00:01:34,120 --> 00:01:38,360
+للشركة؟ فائض؟ عجز؟ دين؟ يعني كيف وضع المالي فقط؟
+
+21
+00:01:38,360 --> 00:01:42,780
+وضع المالي فقط إذا هي بديل لقائمة مصاد الأموال و
+
+22
+00:01:42,780 --> 00:01:46,000
+استخداماتها هي من أهم القوام المالية اللي بتساعدني
+
+23
+00:01:46,000 --> 00:01:51,590
+على معرفة الوضع المالي للشركةادخلي أهمية قائمة
+
+24
+00:01:51,590 --> 00:02:01,850
+التدافقات النقدية تفضلي خدي
+
+25
+00:02:01,850 --> 00:02:07,510
+بالك احنا هنركز في هذه القائمة عن نقدما هو الأثر
+
+26
+00:02:07,510 --> 00:02:11,370
+النقدي لكافة إيش؟ النشاطات بمعنى إذا أنا بيعت
+
+27
+00:02:11,370 --> 00:02:15,030
+السيولة بالزيت إذا أنا مابيعتش ممكن السيولة تظل
+
+28
+00:02:15,030 --> 00:02:18,330
+هتابت وممكن تقل لإن عندي مصاريف إذا ما هو الأثر
+
+29
+00:02:18,330 --> 00:02:21,170
+النقدي لكافة الأنشطة اللي بتقوم بيها إيش؟ المؤسسة
+
+30
+00:02:21,170 --> 00:02:29,310
+بيحكينا تدفق نوعين إذا التدفق .. عنا نوعين تدفق
+
+31
+00:02:29,310 --> 00:02:35,990
+داخل وهو المقبوض ماشي
+
+32
+00:02:37,600 --> 00:02:40,960
+بنعبر عليه بإشارة جامعة بدل أن أنت بتجبب معناها
+
+33
+00:02:40,960 --> 00:02:47,180
+بالزيد المصاري تدفق نقد خارج وهو
+
+34
+00:02:47,180 --> 00:02:54,260
+عكس المقبوض المدفوع ونعبر عنه بالطرف ماشي لما
+
+35
+00:02:54,260 --> 00:02:58,480
+تدفعي حاجة معناها المصاري اللي معاكي بتقل جدا إذا
+
+36
+00:02:58,480 --> 00:03:04,640
+داخل مقبوض لأصل إنه رقم زيت خارج مدفوع لأصل إنه
+
+37
+00:03:04,640 --> 00:03:13,790
+رقم مش معله إقلرقم 2 في الأهمية، تفضلي أخدتي
+
+38
+00:03:13,790 --> 00:03:16,950
+بالك إن أحنا هنتعرف على نقاط القوة والضعف تبعت
+
+39
+00:03:16,950 --> 00:03:21,110
+المؤسسة في قدرتها على توليد cash نقدية، بمعنى هل
+
+40
+00:03:21,110 --> 00:03:27,630
+المؤسسة تستطيع زيادة السيولة؟ أم نقص السيولة؟ إيش
+
+41
+00:03:27,630 --> 00:03:30,870
+اللي عند المؤسسة بالظبط، نقاط قوة ونقاط ضعف؟ رقم
+
+42
+00:03:30,870 --> 00:03:31,930
+3، تفضلي
+
+43
+00:03:35,310 --> 00:03:39,050
+أداء الشركة هون اللي هو الأداء المالي ما هي نقاط
+
+44
+00:03:39,050 --> 00:03:42,650
+القوة ونقاط الضعف في الأداء المالي لإيش للشركة إذا
+
+45
+00:03:42,650 --> 00:03:46,270
+ما هي أهمية قائمة الدفقات النقدية بتوضح الأثر
+
+46
+00:03:46,270 --> 00:03:50,150
+النقدي للمؤسسة من حيته تدفق النقد الداخلي وتدفق
+
+47
+00:03:50,150 --> 00:03:53,090
+النقد الخارجي بتعريفنا عن نقاط القوة والضعف في
+
+48
+00:03:53,090 --> 00:03:56,130
+شغلتين في قدرة المؤسسة على توليد النقدية وفي
+
+49
+00:03:56,130 --> 00:03:59,450
+الأداء المالي لإيش لهذه المؤسسة خودي بالك إن أحنا
+
+50
+00:03:59,450 --> 00:04:05,370
+بننكس فقط على الأمور المالية أيضا من الأهميةمين
+
+51
+00:04:05,370 --> 00:04:13,950
+ماجاوش؟ فضل يا سراء إذا
+
+52
+00:04:13,950 --> 00:04:17,450
+بتساعدنا على تحديد معرفة القطر لنقضي لنشاطات
+
+53
+00:04:17,450 --> 00:04:20,390
+المؤسسة نشاطات المؤسسة اللي هي البيع والشراء
+
+54
+00:04:20,390 --> 00:04:23,890
+نشاطات المؤسسة اللي هي الاش البيع والشراء خلال
+
+55
+00:04:23,890 --> 00:04:27,310
+الفترة الحالية لحتى كيف بتمدرك عن طريق مقانطة رصيد
+
+56
+00:04:27,310 --> 00:04:34,660
+أول مدة بإيش؟ بأخر مدة لو أنا عندي رصيد أول مدةمتن
+
+57
+00:04:34,660 --> 00:04:38,640
+مية وصيد
+
+58
+00:04:38,640 --> 00:04:45,340
+أخر المدة متن مية وعشرة صرفيننا أيش صرفيننا زيادة
+
+59
+00:04:45,340 --> 00:04:48,600
+قاعد قايمة التفوقات النقدية بالساعدة على المعرفة
+
+60
+00:04:48,600 --> 00:04:53,760
+اللي هي الزيادة أخر حاجة تفضلي التعرف على
+
+61
+00:04:53,760 --> 00:04:57,100
+الموجودات التي قدت لزيادة السيولة والمساعدة في
+
+62
+00:04:57,100 --> 00:04:59,720
+التنقض من التفوقات النقدية المستقبلية لمعالجة
+
+63
+00:05:02,570 --> 00:05:05,410
+قبل ذلك يا أخوات حكينا إن الأصول أو موجودات أي
+
+64
+00:05:05,410 --> 00:05:09,630
+مؤسسة هي استثماراتها، هي إيش؟ هي استثماراتها، إذا
+
+65
+00:05:09,630 --> 00:05:12,370
+بتساعدنا على التعرف على الأصول أو الاستثمارات التي
+
+66
+00:05:12,370 --> 00:05:16,630
+تؤدي لزيادة سيولة اللي هي إيش المؤسسة، أيضا
+
+67
+00:05:16,630 --> 00:05:20,030
+بتساعدني على التنبؤ بالتفاقات النقدية اللي شرحناها
+
+68
+00:05:20,030 --> 00:05:23,430
+للداخل والخارج، لحتى نقدر نعالج الفاض أو العجز
+
+69
+00:05:23,430 --> 00:05:28,600
+المتوقع، اللي هو الأداءالمالي وده كان فيه فرص أو
+
+70
+00:05:28,600 --> 00:05:32,420
+مشاكل تحتاج إلى حلول إذا قائمة الدفعقات النقدية زي
+
+71
+00:05:32,420 --> 00:05:35,160
+ما نشوف مع بعض بتساعدنا على التعرف على استثمارات
+
+72
+00:05:35,160 --> 00:05:39,560
+المؤسسة التي تؤدي لذات السيولة أيضا بتساعدنا على
+
+73
+00:05:39,560 --> 00:05:45,140
+التنبؤ بالدفعقات النقدية في المستقبل لحتى انعالج
+
+74
+00:05:45,140 --> 00:05:47,300
+الفضل أو العزز اللي عبرنا عليه بالأداء المالي
+
+75
+00:05:47,300 --> 00:05:51,200
+والفرص والمشاكل اللي تلوح في الأفق زي إيش عندنا
+
+76
+00:05:51,200 --> 00:05:54,540
+مشاكل الأزمة
+
+77
+00:05:55,720 --> 00:05:59,540
+المالية العالمية العالم في عنده أزمة مالية هل
+
+78
+00:05:59,540 --> 00:06:05,780
+هتأثر على الشركة بتاعتنا ولا لأ فرص زي إيش ممكن
+
+79
+00:06:05,780 --> 00:06:11,440
+نكون لدينا فرص مثلا اتساع على السوق مثلا على سبيل
+
+80
+00:06:11,440 --> 00:06:14,500
+المثال لو السوق بتاعي اتساع هذا بالنسبالي فرصة
+
+81
+00:06:14,500 --> 00:06:17,580
+الفرصة هذه عشان أنا أستغلها لازم يكون معي سهولة
+
+82
+00:06:17,580 --> 00:06:21,990
+لازم يكون عندي إيش نقضية وإلا مقدرش أستغلهالمرة
+
+83
+00:06:21,990 --> 00:06:25,270
+تانية، ما هي الأهمية؟ بنوضح الأثر النقدي لكافة
+
+84
+00:06:25,270 --> 00:06:29,130
+نشاطات المؤسسة وشرحنا مع بعض الداخل والخارج بنوضح
+
+85
+00:06:29,130 --> 00:06:32,970
+نقاط القوة والضعف للمؤسسة سواء كان عن مستوى المالي
+
+86
+00:06:32,970 --> 00:06:37,090
+أو عن قدع توليد إيش، نقدية أيضًا بتحدد الأثر
+
+87
+00:06:37,090 --> 00:06:41,510
+النقدي لكافة النشاطات لمعصتها الشركة هل أثرت بشكل
+
+88
+00:06:41,510 --> 00:06:44,430
+إيجابي أو سلبي؟ أخر حاجة بتعرفنا على إيش، على
+
+89
+00:06:44,430 --> 00:06:48,470
+استثمارات المؤسسة واضحة ولا عيدها تاني؟ عيدها
+
+90
+00:06:48,470 --> 00:06:57,390
+تاني؟ما الفرق بين قائمة الدفق النقدي وقائمة
+
+91
+00:06:57,390 --> 00:07:01,990
+مصادر الأموال والاستخدامات؟
+
+92
+00:07:01,990 --> 00:07:06,090
+مصادر الأموال والاستخدامات أو السؤال ما الفرق بين
+
+93
+00:07:06,090 --> 00:07:08,330
+قائمة الدفق النقدي وبين الميزانية النقدية
+
+94
+00:07:08,330 --> 00:07:11,550
+التقديرية؟ ما الفرق بين الميزانية النقدية
+
+95
+00:07:11,550 --> 00:07:14,430
+التقديرية وقائمة الدفق النقدي؟ مين ما جاوبش؟
+
+96
+00:07:14,430 --> 00:07:16,330
+اتفضلي، شايمة؟
+
+97
+00:07:19,410 --> 00:07:23,390
+القائمة اللي بين إيدينا بتعبر عن إيش؟ عن الماضي
+
+98
+00:07:23,390 --> 00:07:33,310
+يعني متى ممكن نسوي قائمة دخل لـ 2014 و 2013 ماشي و
+
+99
+00:07:33,310 --> 00:07:38,330
+ممكن 2014 و 2015 لأن 2015 اقتربت من النهاية طب هل
+
+100
+00:07:38,330 --> 00:07:42,230
+ممكن أجي أقول بتدعم القائمة دفع و نقض لـ 2016 و
+
+101
+00:07:42,230 --> 00:07:51,080
+2017؟ لأ ليش لأ؟لأنه فقط قائمة دفق النقدي على
+
+102
+00:07:51,080 --> 00:07:55,540
+الماضي وهذا مش ماضي طيب، الميزانية التقديرية بتعبر
+
+103
+00:07:55,540 --> 00:08:01,460
+عن إيش؟ عن مستقبل، إذا ممكن نحكي إن هدولة التلات
+
+104
+00:08:01,460 --> 00:08:07,480
+سنوات موازنة أو تتفاققات نقدية وهذه عبارة عن إيش؟
+
+105
+00:08:07,480 --> 00:08:10,300
+ميزانية تقديرية، إذا ففي فرق واحد بالاتنين
+
+106
+00:08:10,300 --> 00:08:15,000
+الميزانية التقديرية بتعبرلي عن مستقبل فقط وخودي
+
+107
+00:08:15,000 --> 00:08:19,370
+بالك من كلمة تقديريةلأن لو جال ميزانية و سكت،
+
+108
+00:08:19,370 --> 00:08:23,990
+بتكونش تقديرية، لازم يحدد، إن جال ميزانية عمومية،
+
+109
+00:08:23,990 --> 00:08:30,430
+بس، بتكون ماضي، ماشي؟ إذا جال أو حكالنا ميزانية
+
+110
+00:08:30,430 --> 00:08:34,890
+عمومية تقديرية، بتكون مستقبل، إذا إيش اللي بيفرق
+
+111
+00:08:34,890 --> 00:08:38,970
+بينهم كلمة تقديرية؟ كلمة تقديرية معناها المستقبل
+
+112
+00:08:41,960 --> 00:08:46,780
+ما الفرق والتشابه، قبل شويه أخدنا فرق بس، هان فرق
+
+113
+00:08:46,780 --> 00:08:50,080
+وتشابه، بين قائمة الدفعقات النقدية ومصاد الأموال
+
+114
+00:08:50,080 --> 00:08:54,100
+واستخدامات، ببساطة قائمة المصاد والاستخدامات عبارة
+
+115
+00:08:54,100 --> 00:08:57,460
+عن الزيادة أو النقصان في الميزانية العمومية، في
+
+116
+00:08:57,460 --> 00:09:02,380
+بنودها يعني، هل النقدية زادت ولا قلت؟ أوراق القبض
+
+117
+00:09:02,380 --> 00:09:07,000
+زادت ولا قلت؟ المخزون السلعي؟ هذا المقصود فيه،
+
+118
+00:09:07,000 --> 00:09:13,150
+نشوف مع بعضفضّالي قائمة مصادر الأموال تحدد التغير
+
+119
+00:09:13,150 --> 00:09:16,010
+سواء الزيادة أو النقص الذي ترقع على كل عنصر من
+
+120
+00:09:16,010 --> 00:09:19,110
+عناصر البيزانية إذا نفس المعلومات اللي جابت شوية
+
+121
+00:09:19,110 --> 00:09:23,970
+قائمة مصادر الأموال والاستخداماتها بتحدد إلينا
+
+122
+00:09:23,970 --> 00:09:27,770
+الزيادة أو النقص في كل عنصر من عناصرها لكن
+
+123
+00:09:27,770 --> 00:09:31,930
+التدافقات النقدية تحدد النتائج النقدية لكل نشاط
+
+124
+00:09:31,930 --> 00:09:35,110
+مارسته الشركة خلال الفترة اللي .. خودي بالك من
+
+125
+00:09:35,110 --> 00:09:40,650
+كلمة نتائج إيهاش؟ نقدية، بمعنى تم البيعهذا اسمه
+
+126
+00:09:40,650 --> 00:09:46,210
+نشاط طب لما تم البيع هل زادت السيولة ولا إيش صار؟
+
+127
+00:09:46,210 --> 00:09:50,570
+مش عارفين، إذن قائمة دفعوقات نقدية بتحدد النتاج
+
+128
+00:09:50,570 --> 00:09:54,070
+النقدية لكل نشاط مارسته إيش الشركة، إذن خدي بالك
+
+129
+00:09:54,070 --> 00:09:59,410
+قائمة المصادر والاستخدامات تدرس الزيادة أو النقصان
+
+130
+00:09:59,410 --> 00:10:03,840
+في كل عنصر من عناصر الميزانية العموميةقائمة
+
+131
+00:10:03,840 --> 00:10:08,020
+اتفاقات النقدية بتركز على الأمر النقدي، بتركز على
+
+132
+00:10:08,020 --> 00:10:12,800
+إياش النتائج النقدية، واضح؟ إذا في فرق بالاتنين،
+
+133
+00:10:12,800 --> 00:10:15,440
+واحد على الزيادة والنقصان والتاني على نتائج الإياش
+
+134
+00:10:15,440 --> 00:10:19,280
+النقدية، طب الإتنين في إياش بتشابهوا التشابه،
+
+135
+00:10:19,280 --> 00:10:19,640
+تفضلي
+
+136
+00:10:22,790 --> 00:10:26,850
+لحتى أقدر أشوف في عندى زيادة أو نقصان و لحتى أقدر
+
+137
+00:10:26,850 --> 00:10:30,010
+أشوف النتائج النقدية لازم يكون عندى شغلتين
+
+138
+00:10:30,010 --> 00:10:34,550
+الميزانية العمومية قائمة الداخل أخدتي بالك إيش
+
+139
+00:10:34,550 --> 00:10:38,050
+كتبنا هن الميزانية العمومية فقط ماقولناش تقدير برك
+
+140
+00:10:38,050 --> 00:10:42,210
+الله فيك إذا الميزانية الأيش؟ العمومية و هن قائمة
+
+141
+00:10:42,210 --> 00:10:46,330
+الداخل إذا الإتنين بيختلفوا و بتشبهوا في حاجة
+
+142
+00:10:46,330 --> 00:10:49,710
+واحدة في إيش بيختلفوا؟ إن قائمة نصات الأموال و
+
+143
+00:10:49,710 --> 00:10:53,120
+استخداماتها بتركز علىالزيادة أو النقصان في
+
+144
+00:10:53,120 --> 00:10:56,700
+الميزانية العمومية بينما قائمة الدفقات النقدية
+
+145
+00:10:56,700 --> 00:11:02,120
+نتائج نقدية فقط بتركز على النقد طب فاش بتشابه في
+
+146
+00:11:02,120 --> 00:11:05,140
+إن الأثنين لحد أقدر أحسبهم لازم يكون عندي ميزانية
+
+147
+00:11:05,140 --> 00:11:11,540
+عمومية وقائمة إيش داخلة أعيد ولا أكمل؟ أتكلم عن
+
+148
+00:11:11,540 --> 00:11:16,680
+إيه؟ أتكلم عن أنواع قوائم الدفق النقدي أو تركيبتها
+
+149
+00:11:16,680 --> 00:11:19,540
+أنواعها أو إيش أو تركيبتها تفضلي
+
+150
+00:11:29,170 --> 00:11:31,630
+تعالوا نشوف مع بعض، أول حاجة تدفق النقدي من
+
+151
+00:11:31,630 --> 00:11:36,390
+الأنشطة الاستثمارية، اللي هنقول مع بعض التدفق
+
+152
+00:11:36,390 --> 00:11:40,050
+النقدي،
+
+153
+00:11:40,050 --> 00:11:43,510
+أنا هبدأ في السهل بعين، سعبها شوية، تدفق النقدي
+
+154
+00:11:43,510 --> 00:11:44,650
+الاستثماري
+
+155
+00:11:48,110 --> 00:11:51,910
+التدفق النقدي الاستثماري عبارة عن حاجة واحدة،
+
+156
+00:11:51,910 --> 00:11:58,550
+الأصول التابعة زاد الأخرى إن وجدت، خدت بالك عشان
+
+157
+00:11:58,550 --> 00:12:03,970
+هيك؟ أنا حكيت حاجة واحدة، إذا من وين بنجيب نقد لو
+
+158
+00:12:03,970 --> 00:12:08,330
+استثمرنا من الأصول التابعة زاد الأخرى إن إيش؟ إن
+
+159
+00:12:08,330 --> 00:12:10,770
+وجدت، زي إيش أصول تابعة؟
+
+160
+00:12:13,800 --> 00:12:22,900
+آلات، معدات، سيارات، أرض، مباني، كل هذه أشكال
+
+161
+00:12:22,900 --> 00:12:26,920
+الأصول أو أنواع الأصول إيش؟ التابعة، إذا أول نقد
+
+162
+00:12:26,920 --> 00:12:31,980
+أخدناه اللي هو النقد القادم من الاستثمار، في إيش
+
+163
+00:12:31,980 --> 00:12:36,760
+بنستثمر؟ في أصولنا التابعةواضح ولا عيدها؟ يجب أن
+
+164
+00:12:36,760 --> 00:12:39,620
+تاخدوا بأيكوا منيحا لكي تفهم، مانبليهاش حفظ إذا
+
+165
+00:12:39,620 --> 00:12:44,500
+الأصول أو النقد القادم من الاستثمار النوع التاني
+
+166
+00:12:44,500 --> 00:12:47,240
+من الاستثمارات أو من التدافقات النقدية اللي هو
+
+167
+00:12:47,240 --> 00:12:51,320
+التدافق والنقد القادم من إيش؟ من التمويل التشغيل
+
+168
+00:12:51,320 --> 00:12:54,220
+خلوه شوية بس القادم من التمويل، بدي أمسحها دي،
+
+169
+00:12:54,220 --> 00:13:00,340
+أمسحها هاي
+
+170
+00:13:00,340 --> 00:13:00,720
+التمويل
+
+171
+00:13:07,120 --> 00:13:11,880
+نشوف مع بعض الأنشطة القادمة من التمويل الأنشطة
+
+172
+00:13:11,880 --> 00:13:14,900
+التمويلية
+
+173
+00:13:14,900 --> 00:13:19,480
+يعني إلها علاقة بتمويل المؤسسة عبارة عن ع سبيل
+
+174
+00:13:19,480 --> 00:13:27,420
+المثال ضرائب مؤجلة إطفاء
+
+175
+00:13:27,420 --> 00:13:34,980
+السند زيادة
+
+176
+00:13:36,660 --> 00:13:49,780
+ألف دال، أوراق دفع أرباح موزعة هذا
+
+177
+00:13:49,780 --> 00:13:55,960
+شهر، إذن بدنا نمثل على الأنشطة النقدية أو على تدفق
+
+178
+00:13:55,960 --> 00:14:00,380
+النقد القادم من التمويل، عندنا عسابين مثال ضرائب
+
+179
+00:14:00,380 --> 00:14:04,320
+موجلة، كيف يعني؟ الآن أنا عندي ضريبة مستحقة
+
+180
+00:14:04,320 --> 00:14:10,090
+للدولة، ضريبة أرباحمادفعتهاش حصلت تمويل إلي كيف
+
+181
+00:14:10,090 --> 00:14:14,450
+يعني؟ المصاري المفروض أدفعها و أنا مادفعتهاش ضالت
+
+182
+00:14:14,450 --> 00:14:18,030
+معايا أنا فهي تعتبر تمويل بمعنى أن أنت معاك رسوم
+
+183
+00:14:18,030 --> 00:14:22,550
+الجامعة جاي تدفعيهم مادفعتهمش، هيكون تمويل إليك،
+
+184
+00:14:22,550 --> 00:14:26,270
+ضالهم معاك لكن لو دفعتهم مابطلوا تمويل اتنين اطفاء
+
+185
+00:14:26,270 --> 00:14:29,650
+السنة المقصود بكلمة اطفاء معناها سداد لكن سداد
+
+186
+00:14:29,650 --> 00:14:35,880
+بالتدريج ماشي أنا علي ال DNA إلكوابدل ما أسدد و
+
+187
+00:14:35,880 --> 00:14:39,340
+مرة واحدة و خلاص لأ بالتقسيط مقصد إيش السداد لإن
+
+188
+00:14:39,340 --> 00:14:41,680
+كلمة اطفاء إيش معناها .. معناها سداد بالتدريج
+
+189
+00:14:41,680 --> 00:14:47,060
+استنا تعرفين و أدام الأدوات إيش الدين زيادة أوراق
+
+190
+00:14:47,060 --> 00:14:54,220
+الدفع زيادة أوراق الدفع بالنسبة لي إيش تمويل بشكل
+
+191
+00:14:54,220 --> 00:15:01,920
+عام زيادة الخصوم تمويل دائماإذا بشكل دائم زيادة
+
+192
+00:15:01,920 --> 00:15:06,340
+الخصوم سواء كانت أوراق دفع أو ديون كلها إيش كلها
+
+193
+00:15:06,340 --> 00:15:12,700
+تمويل أخر حاجة الأرباح الموزعة خودي بالك الأرباح
+
+194
+00:15:12,700 --> 00:15:18,600
+الموزعة أنا لما أوزعها ماشي بالنسبالي أنا بدفعها
+
+195
+00:15:18,600 --> 00:15:24,400
+واضح؟ الأرباح الموزعة لما نوزعها عن ناس ندفعها إذا
+
+196
+00:15:24,400 --> 00:15:30,550
+استخداملأن عندنا ملاحظة الأرباح الموزعة دائما
+
+197
+00:15:30,550 --> 00:15:34,850
+استخدام كلمة موزعة معناها وزعنا المصاري دائما إيش؟
+
+198
+00:15:34,850 --> 00:15:42,630
+استخدام الأرباح المحتجزة دائما تمويل أو مصدر تمويل
+
+199
+00:15:42,630 --> 00:15:47,310
+ماشي؟ إذا الأرباح الموزعة دائما استخدام لما أنا
+
+200
+00:15:47,310 --> 00:15:51,430
+أوزع المصاري اللي أمامي خلاص دفعتها تعتبر دائما ..
+
+201
+00:15:51,430 --> 00:15:54,840
+دائما .. خودي بالك من كلمة دائمايعني محسومة هذه،
+
+202
+00:15:54,840 --> 00:15:59,500
+مافيش فيها نقاش الأرباح المحتجزة إلكوا عندش ورق
+
+203
+00:15:59,500 --> 00:16:04,040
+مصاري مابديش أعطيكم إياهم ففسير تمويل إلي زي رسوم
+
+204
+00:16:04,040 --> 00:16:07,540
+الجامعة اللي قبل شوية إذا ان قاعدة العامة الأرباح
+
+205
+00:16:07,540 --> 00:16:10,460
+الموزعة دايما استخدام الأرباح المحتجزة دايمااش
+
+206
+00:16:10,460 --> 00:16:17,200
+مصدر، دايما مصدر نرجع لأول نقطة اللي هي الأنشطة
+
+207
+00:16:17,200 --> 00:16:24,310
+التشغيلية الأنشطة التشغيلية ركزوا معي لو سمحتواعنا
+
+208
+00:16:24,310 --> 00:16:33,330
+سؤال بيقول ادخلي أنواع النقد أو النقدية المباشرة
+
+209
+00:16:33,330 --> 00:16:40,830
+من العمليات التشغيلية سين
+
+210
+00:16:40,830 --> 00:16:44,330
+هيك لحالها اسمها مباشرة هتدرمز من رموز إيش معناها
+
+211
+00:16:44,330 --> 00:16:49,050
+مباشر؟ لإن إيش معناه سين؟ مابقولش نكتب مباشرة،
+
+212
+00:16:49,050 --> 00:16:50,150
+نكتب سين وضلنا ماشيين
+
+213
+00:16:53,060 --> 00:17:01,260
+هنقسمه ل 3 أقسام 1 2 3 النقد
+
+214
+00:17:01,260 --> 00:17:10,500
+المباشر المقبوض من العملاء النقد المباشر المقبوض
+
+215
+00:17:10,500 --> 00:17:16,480
+من العملاء عبارة عن المبيعات أوراق القبض مدينين
+
+216
+00:17:16,480 --> 00:17:19,720
+إذن
+
+217
+00:17:20,730 --> 00:17:23,710
+المصاري اللي بجيبها من الناس إما على شكل المبيعات
+
+218
+00:17:23,710 --> 00:17:27,690
+إن أنا أبيعلك الجلم وأخد الفلوس أو على شكل أوراق
+
+219
+00:17:27,690 --> 00:17:30,490
+قبض أو مدينين إن أنا أبيعك وبدل ما أخدله فلوس أخد
+
+220
+00:17:30,490 --> 00:17:33,250
+كمبيلات وأوراق مالي أبيع الكمبيلات عارفة أنه إيش و
+
+221
+00:17:33,250 --> 00:17:39,730
+إتبعت لحق عيدها إذا إما أجيب مصاري من طريقتين
+
+222
+00:17:39,730 --> 00:17:44,870
+المبيعات أبيع الإبداع و أجيب مصاري وخلاص أو أبيع
+
+223
+00:17:44,870 --> 00:17:47,930
+الإبداع و أاخد بدالها كمبيلات لإتباع الحق
+
+224
+00:17:52,350 --> 00:17:59,670
+النقد المدفوع للموردين عارفين مين الموردين؟ مين
+
+225
+00:17:59,670 --> 00:18:04,050
+يذاكرنا؟ ايه ممتاز موردين الناس اللي بتجيب المواد
+
+226
+00:18:04,050 --> 00:18:11,770
+الخام عبارة
+
+227
+00:18:11,770 --> 00:18:15,230
+عن اما تكليف المبيعات ان انا ادفعلكم تكليف الأبضاع
+
+228
+00:18:15,230 --> 00:18:18,060
+اللي جبتوليها اللي هي المواد الخامأو المخصوم
+
+229
+00:18:18,060 --> 00:18:22,900
+السلعي اللي هو الإبداع أو أوراق الدفع خدي بالك هان
+
+230
+00:18:22,900 --> 00:18:26,460
+إيجي أوراق قبض معاهم مدينين و هان أوراق الدفع
+
+231
+00:18:26,460 --> 00:18:32,600
+معاهم إيش؟ معاهم دائمين أخر حاجة عندنا المصاريف
+
+232
+00:18:32,600 --> 00:18:38,740
+النقدية المصاريف النقدية هي الأمور الأخرى التي
+
+233
+00:18:38,740 --> 00:18:44,460
+ليست نقد مقبوض وليست نقد مدفوع الأمور الأخرى اللي
+
+234
+00:18:44,460 --> 00:18:49,710
+مش هدولزي إيش مثلا عندنا؟ زي .. أخدي بالك سميناها
+
+235
+00:18:49,710 --> 00:18:54,910
+مصاريف زي مصاريف إدارية المصاريف الإدارية زي
+
+236
+00:18:54,910 --> 00:19:00,110
+الراتب مثلا زي مصاريف بيعية اللي علاقة بمبيعات زي
+
+237
+00:19:00,110 --> 00:19:08,510
+الفائدة ف معناها فائدة زي أجور ممتازة مصاريف
+
+238
+00:19:08,510 --> 00:19:15,500
+مدفوعة مقدمابنعملنا أربع أشكال، بنعملنا إيش؟ أربع
+
+239
+00:19:15,500 --> 00:19:19,500
+أشكال،
+
+240
+00:19:19,500 --> 00:19:28,120
+لأ خمسة، بنعملنا خمس أشكال، حاجة، عيد هادي،
+
+241
+00:19:28,120 --> 00:19:30,880
+المصاريف النقدية، جميع المصاريف التي ليست نقد
+
+242
+00:19:30,880 --> 00:19:33,960
+مقبوط أو نقد إيش مدفوعة أو جميع الأشياء التي ليست
+
+243
+00:19:33,960 --> 00:19:38,960
+نقد مقبوط أو مدفوعة، مصاريف إدارية، زي الرواتب،
+
+244
+00:19:38,960 --> 00:19:43,050
+مصاريف مدفوعة مقدما،زي لما أنتي تدفعي مقدمة ليه
+
+245
+00:19:43,050 --> 00:19:49,010
+الكهرب؟ مصاري بيعية، إعلان، دعاية، أجور العمال،
+
+246
+00:19:49,010 --> 00:19:52,090
+طبعا في فرق بالأجور و الثواتب؟ فوائد، فوائد القروض
+
+247
+00:19:52,090 --> 00:19:55,910
+عيد؟
+
+248
+00:19:55,910 --> 00:19:59,970
+عيد تاني ما هي أنواع النقض المباشرة القادمة
+
+249
+00:19:59,970 --> 00:20:04,590
+للعمليات التشغيلية فقط؟ مش استثمار، مش تمويل، لأنه
+
+250
+00:20:04,590 --> 00:20:08,420
+شرحنا قبل شوية الاستثمار والإعشاب والتمويلالتشغلية
+
+251
+00:20:08,420 --> 00:20:11,520
+إلها علاقة بتبيع الشغل المؤسسة، يعني المصنع فتح
+
+252
+00:20:11,520 --> 00:20:16,980
+واشتغل النقض القادم من العملاء، القادم معناه جاي
+
+253
+00:20:16,980 --> 00:20:21,760
+عليا، معناه الجامعة، هيكون مبيعات أو أوراق قبل،
+
+254
+00:20:21,760 --> 00:20:25,840
+إما أبيع واخد المصارى cash أو إيش أو كنبيلات،
+
+255
+00:20:25,840 --> 00:20:28,840
+النقض اللي أنا دفعه، إذا هذا يا أخوه، ده هيكون
+
+256
+00:20:28,840 --> 00:20:34,140
+داخل، و هذا هيكون إيش؟ خارج، بدأ الكلمة دفعة طول،
+
+257
+00:20:34,140 --> 00:20:39,890
+خارجأنا إيش هدفع؟ تكاليف المبيعات اللي إحنا جبناها
+
+258
+00:20:39,890 --> 00:20:43,050
+وصنعناها وبيعناها البضاعة اللي المخصوص السلعي
+
+259
+00:20:43,050 --> 00:20:47,010
+أوراق رش أوراق للدفع إذا أنا ممكن أدفع تلاتة هدول
+
+260
+00:20:47,010 --> 00:20:52,730
+وممكن أجبط لاتنين هدول في مصاريف أخرى أو نقضية
+
+261
+00:20:52,730 --> 00:20:56,210
+مباشرة تشغلية أخرى مش مقبوض ومش .. مش مقبوض من
+
+262
+00:20:56,210 --> 00:21:00,870
+عملاء ومش مدفوع للمواردين مصاريف إداريةحكينا زي
+
+263
+00:21:00,870 --> 00:21:06,110
+رواتب، مصاريف مدفوعة مقدمة زي الدفع المسبق، أجور،
+
+264
+00:21:06,110 --> 00:21:09,990
+أيها، فوائد، الفا هذه معناها فوائد أو مصاريف
+
+265
+00:21:09,990 --> 00:21:15,130
+بيعية، المصاريف البيعية إلها علاقة بالدعاية وإيش
+
+266
+00:21:15,130 --> 00:21:22,110
+والإعلان تفضلي؟ في
+
+267
+00:21:22,110 --> 00:21:25,970
+فرق بين الراتب والأجر، ماشي، المصاريف الإدارية
+
+268
+00:21:25,970 --> 00:21:32,350
+اللي هي كل آخر شهر يجب أن تدفعزي ذلك، الأجر لأ،
+
+269
+00:21:32,350 --> 00:21:35,770
+عندنا عمال اشتغلوا، اللهم أجر، مااشتغلوش، مالهموش
+
+270
+00:21:35,770 --> 00:21:38,930
+على أي حاجة، القانون مالهموش حاجة، لكن الراتب لأ،
+
+271
+00:21:38,930 --> 00:21:42,890
+الراتب يكون موظف دائم، ماشي مثلا، عسب المثال اللي
+
+272
+00:21:42,890 --> 00:21:47,370
+عندنا في الجامعة، في عندنا في الصيف إجازة شهرينهل
+
+273
+00:21:47,370 --> 00:21:50,290
+معناه عشان أنا أخدت إجازة في الصيف شهرين ماليش
+
+274
+00:21:50,290 --> 00:21:54,070
+راتب؟ لأ إيه ليه راتب؟ ليش لإني موظف دائم، لكن
+
+275
+00:21:54,070 --> 00:21:58,570
+مثلا عندنا الصابورة هذه خربانة، إجي العامل صلى،
+
+276
+00:21:58,570 --> 00:22:02,090
+حابب ياخد أجرالصبورة مش خربانة هو ماشي هو مالوش
+
+277
+00:22:02,090 --> 00:22:06,730
+عندي حاجة إذا الأجر يمتاز بعدم التبات أو من أشكال
+
+278
+00:22:06,730 --> 00:22:09,810
+أو صفاته إيش عدم التبات شكرا على السؤال اللي عندى
+
+279
+00:22:09,810 --> 00:22:13,190
+عيد تاني لأنشطة التشغيلية أو القارن تدفق و نعيدها
+
+280
+00:22:13,190 --> 00:22:15,430
+مع بعض تدفق و نقض من أنشطة التشغيلية الأربع ..
+
+281
+00:22:15,430 --> 00:22:20,190
+التلاتة هدول داخل خارج أخرى الأنشطة الاستثمارية
+
+282
+00:22:20,190 --> 00:22:23,490
+تقولنا واحدة بس اللي هي الأصول التابعة زائد أصول
+
+283
+00:22:23,490 --> 00:22:28,290
+أخرى in وجدة عشان تقولنا واحدةالنقد القادم للأنشطة
+
+284
+00:22:28,290 --> 00:22:32,450
+التمويلية اللي هو إيش؟ اللي هو التمويل واخدنا عليه
+
+285
+00:22:32,450 --> 00:22:39,930
+أمتلة، هتعيدها؟ تعيدها تاني؟ عشان أنا أشغل على
+
+286
+00:22:39,930 --> 00:22:42,550
+قائمة تدفق النقد، بيحكي لازم يكون عندك شغلتين وإلا
+
+287
+00:22:42,550 --> 00:22:46,870
+بظبطش، إيش هم الشغلتين هدول؟ مين يا أخوات حابة
+
+288
+00:22:46,870 --> 00:22:49,370
+تجاوب؟ تفضلي؟
+
+289
+00:22:52,560 --> 00:22:58,280
+خُد بالك لازم يكون عندي ميزانية عمومية لعامين، إذا
+
+290
+00:22:58,280 --> 00:23:02,680
+لو أعطاني ميزانية عمومية لسنة واحدة مابظبطش، لو
+
+291
+00:23:02,680 --> 00:23:06,360
+أعطاني ميزانية عمومية لسنة واحدة مابظبط، لازم يكون
+
+292
+00:23:06,360 --> 00:23:11,540
+سنتين، وإيش مطلوب منها كمان؟ قائمة دخل لسنة واحدة،
+
+293
+00:23:11,540 --> 00:23:16,440
+إذا لازم يكون عندي ميزانية عمومتين لسنتين وقائمة
+
+294
+00:23:16,440 --> 00:23:18,120
+دخل إيش لسنة واحدة
+
+295
+00:23:22,060 --> 00:23:25,080
+كيف يتم إعداد الدفق النقدي أو قائمة الدفق النقدي؟
+
+296
+00:23:25,080 --> 00:23:34,000
+عندنا أسلوبين إما مباشر أو غير مباشر مباشر
+
+297
+00:23:34,000 --> 00:23:38,540
+أو غير مباشر والاتنين بدنا نفهمهم مش نحفظهم، بدنا
+
+298
+00:23:38,540 --> 00:23:41,740
+نفهمهم هنبدأ اليوم إن شاء الله مع بعض في الأسلوب
+
+299
+00:23:41,740 --> 00:23:48,460
+المباشر direct بتاعة الصفحة 287 أتوقع معاكوا الكتب
+
+300
+00:23:49,850 --> 00:23:56,910
+اللي ماعهمش تشوف زمتها اللي معاه صفحة 287 كيف
+
+301
+00:23:56,910 --> 00:24:01,110
+الوضع؟
+
+302
+00:24:01,110 --> 00:24:11,030
+في
+
+303
+00:24:11,030 --> 00:24:15,450
+حد يا أخوات ماعهمش كتاب؟ في ناس قاعدين ماعهمش كتب؟
+
+304
+00:24:15,450 --> 00:24:19,800
+يا ناس اللي معهمعطيهم لو سمحت كتابك عشان هم
+
+305
+00:24:19,800 --> 00:24:22,640
+يتابعوا معانا لأنه صعب أن نكتب السؤال على الصبورة
+
+306
+00:24:22,640 --> 00:24:27,620
+لأنه طويل مين كمان ناس معاهم مش ولا كتاب؟ في ناس
+
+307
+00:24:27,620 --> 00:24:30,680
+معاهم مش ولا كتاب؟ قولوا بالكم مش هتفهموا حاجة لو
+
+308
+00:24:30,680 --> 00:24:35,100
+ماعكوش كتاب هقوم أنا فوادي و أنتوا فوادي في حد
+
+309
+00:24:35,100 --> 00:24:38,800
+قاعد .. في بنات معاهم كتابين جانب بعض أو كده؟ معاك
+
+310
+00:24:38,800 --> 00:24:42,400
+كتاب يا auntie؟ تعالي هان في البنات اللي قدام
+
+311
+00:24:42,400 --> 00:24:46,540
+معاهم كتاب اللي لابس أبيض و ذاتي و اللي جانبها
+
+312
+00:24:46,540 --> 00:24:54,100
+معاك كتاب؟سلسبيل معاكي دلال معاكي كتاب؟ روح يا
+
+313
+00:24:54,100 --> 00:24:58,520
+سلسبيل عن دلال الناس
+
+314
+00:24:58,520 --> 00:25:03,420
+اللي هنا في حدا ماعرفوش كتب تعالوا نبدأ نقرأ
+
+315
+00:25:03,420 --> 00:25:08,840
+المثال تفضلي يا رواند فين لو سمحت صفحة ماتنين سبعة
+
+316
+00:25:08,840 --> 00:25:09,340
+و تمانين
+
+317
+00:25:16,820 --> 00:25:20,460
+في عندنا بيانات عن شركة اسمها الرواش ده، شركة
+
+318
+00:25:20,460 --> 00:25:24,500
+الرواش ده هذه مطلوب مننا ان نعدلها قائمة مصاد
+
+319
+00:25:24,500 --> 00:25:29,120
+الأموال واستخداماتها، هذه هنأجلها شوية، وقائمة
+
+320
+00:25:29,120 --> 00:25:31,980
+الدفق والنقد اللي هو موضوعنا اليوم، نطلع مع بعض
+
+321
+00:25:31,980 --> 00:25:37,400
+إيش معطينا؟ معطينا قائمة الدخل، قائمة إيش؟ الدخل،
+
+322
+00:25:37,400 --> 00:25:40,140
+ان طبعا انت أخدت في زمان أنه قائمة الدخل مكونة من
+
+323
+00:25:40,140 --> 00:25:45,130
+المبيعات، تكلف المبيعات، مجمع للربحالمصاريف
+
+324
+00:25:45,130 --> 00:25:54,670
+الإهلاكات و هكذا فاهمين الجدول هذا؟ فاهمينه؟
+
+325
+00:25:54,670 --> 00:25:59,570
+صرف المبيعات 256120
+
+326
+00:25:59,570 --> 00:26:03,810
+دينار جيبها من المبيعات بيعيني أبضعة بالمبلغ هذا
+
+327
+00:26:03,810 --> 00:26:12,270
+تكاليف المبيعات اللي هي 190840 هذا
+
+328
+00:26:12,270 --> 00:26:16,650
+اللي اسم المبلغ الفرديمن وين جاب المبلغ الجمالي؟
+
+329
+00:26:16,650 --> 00:26:22,950
+دائما بينقصين طرح طرح صحف المبيعات من التكليف جاب
+
+330
+00:26:22,950 --> 00:26:28,610
+مجمل الربح لازم تفهم الجدول من وين إجا ماشي مصاريف
+
+331
+00:26:28,610 --> 00:26:34,230
+البيع كاتبها بينقصين معناها تكليف دائما بينقصين
+
+332
+00:26:34,230 --> 00:26:37,970
+إيش معناها؟ تكليف و بينقصين دائما معناها طرح
+
+333
+00:26:37,970 --> 00:26:44,620
+بينقصين معناها إيش؟ طرحمصاريف البيع كاتبها مصاريف
+
+334
+00:26:44,620 --> 00:26:54,280
+إدارية استهلاك صافي دخل العمليات قبل الفوائد من
+
+335
+00:26:54,280 --> 00:26:58,760
+أين جابها؟ من بقى؟ ممتاز طرح مجمع الربح من إجمال
+
+336
+00:26:58,760 --> 00:27:03,340
+المصاريف من أين جاب صافي الدخل هيوضح القائمة مش
+
+337
+00:27:03,340 --> 00:27:06,940
+صعبة بعدين عندنا الفوائد المدفوعة بين قصير معناها
+
+338
+00:27:06,940 --> 00:27:13,320
+طرح جيبني صافي الدخلبعدين الدرائب بينقصين برضه
+
+339
+00:27:13,320 --> 00:27:16,500
+ترحل، إذا كل الأرقام اللي اتت في القايمة دي
+
+340
+00:27:16,500 --> 00:27:20,300
+بينقصين على طول بتنترحل، والأرقام اللي ماهاش قوسين
+
+341
+00:27:20,300 --> 00:27:25,140
+على طول إيش، جامعة، هذا الكلمة أخدته في محاسبة
+
+342
+00:27:25,140 --> 00:27:30,640
+واحد، نشوف الصفحة التالية، احنا قبل شوية قولنا
+
+343
+00:27:30,640 --> 00:27:34,700
+لنفسنا، إنه عشان أنا أقدر أشتغل على قايمة دفق
+
+344
+00:27:34,700 --> 00:27:38,380
+نقدي، لازم يكون عندي قايمة .. قايمة دخل لسنة واحدة
+
+345
+00:27:38,380 --> 00:27:42,850
+اللي احنا شفناها في 287إذا أنا الجد ولدته واتطلعنا
+
+346
+00:27:42,850 --> 00:27:47,030
+عليه واتناقشنا فيه قائمة الدخل رقم واحد لازم يكون
+
+347
+00:27:47,030 --> 00:27:52,430
+عند إيش ميزانية عمومية لسنتين لو اتطلعتي على صفحه
+
+348
+00:27:52,430 --> 00:27:56,950
+288 عندك
+
+349
+00:27:56,950 --> 00:28:02,670
+الميزانية العمومية ل 2011 و 2012 لو أعطاني 2011
+
+350
+00:28:02,670 --> 00:28:07,750
+مقدرش أحل السؤال لحالها يعني لو أعطاني 2012 لحالها
+
+351
+00:28:07,750 --> 00:28:10,940
+بضهر محلش لازم سنتيننشوف معبار طبع الميزاني
+
+352
+00:28:10,940 --> 00:28:13,900
+العاملي يعرفها اللي هي النقد أوراق مالية، مدينون،
+
+353
+00:28:13,900 --> 00:28:23,340
+بضاعة و هكذا عندك عمود 2011 و عمود 2012 في عندك
+
+354
+00:28:23,340 --> 00:28:27,680
+العمود رقم أربع شايفاه اللي هو التغير من وين جاب
+
+355
+00:28:27,680 --> 00:28:34,020
+التغير؟ ممتاز طرح من وين جاب التغير؟ على طول طرح
+
+356
+00:28:34,020 --> 00:28:38,360
+مع المراعاة الإشارة لأنها إشارة بتهمنيفي النقد
+
+357
+00:28:38,360 --> 00:28:48,960
+مثلا قال 7560 ناقص 6890 طبعا
+
+358
+00:28:48,960 --> 00:28:54,970
+يا أخوات لما نيجي نجيب التغير الجديد من القديملما
+
+359
+00:28:54,970 --> 00:28:58,090
+أجيب التغير و إيش بنسوي؟ لسه جاب شوية حكاية مع بعض
+
+360
+00:28:58,090 --> 00:29:02,390
+إنه إحنا بتهمنا الإشارة فعشان تظبط معي بأطرح السنة
+
+361
+00:29:02,390 --> 00:29:06,490
+الجديدة من القديمة و ليس العكس .. العكس هتشجلبني
+
+362
+00:29:06,490 --> 00:29:09,510
+الإشارات فانا ريحلي عشان أجيب نفس نتيجة البنات
+
+363
+00:29:09,510 --> 00:29:14,650
+بأطرح الجديد من إيش؟ من القديمة طبعا خودي بالك في
+
+364
+00:29:14,650 --> 00:29:17,310
+الميزانية .. بس في الكتاب هو جاب التغير .. التغير
+
+365
+00:29:17,310 --> 00:29:20,390
+أنت اللي بتجيبيه .. تغير أنت اللي بتجيبيه .. تطرحي
+
+366
+00:29:20,390 --> 00:29:25,680
+.. هدى من هدى .. في سؤال؟مطلوب مننا نعيد قائمة
+
+367
+00:29:25,680 --> 00:29:32,920
+مصادر أو قائمة الدفقات إيش النقدية نعمل
+
+368
+00:29:32,920 --> 00:29:34,500
+قفزة على صفحة 293
+
+369
+00:29:46,500 --> 00:29:52,080
+في 93 هاي حل السؤال في 93 هاي حل إيش السؤال تعالوا
+
+370
+00:29:52,080 --> 00:29:57,080
+شورة شورة نحل مع بعض لحتى نجيب نفس إيش نفس الحل و
+
+371
+00:29:57,080 --> 00:30:00,220
+نفهم مع بعض عشان نحل السؤال لازم نضلنا فاتحين عن
+
+372
+00:30:00,220 --> 00:30:04,980
+ميزانيا العمومية ده نرجع لصفحه 288 نفتح 288 نبدأ
+
+373
+00:30:04,980 --> 00:30:05,880
+إيش؟ انحل
+
+374
+00:30:14,940 --> 00:30:19,980
+إذن هنحل إن شاء الله مع بعض قائمة التدفقات النقدية
+
+375
+00:30:19,980 --> 00:30:24,280
+بشكل مباشر اللي ممكن يقوللي باستخدام الأسلوب
+
+376
+00:30:24,280 --> 00:30:27,960
+المباشر وزي ما أنت شايفه طويلة شوية أو الأسلوب غير
+
+377
+00:30:27,960 --> 00:30:32,680
+المباشر وهي ليست طويلة، هذه أسهل نطلع نظرة سريعة
+
+378
+00:30:32,680 --> 00:30:35,600
+على الجدول اللي هنحله المحاضرة الجاية لأنه مش
+
+379
+00:30:35,600 --> 00:30:40,480
+هيسعفنا الوقت أول حاجة في عندك عنوان رئيسي اللي هو
+
+380
+00:30:40,480 --> 00:30:45,140
+التدفق النقدي من العمليات التشغيليةوتو كتبناها مع
+
+381
+00:30:45,140 --> 00:30:48,700
+بعض، فاكرين أولا سيناها؟ تو كتبناها مع بعض،
+
+382
+00:30:48,700 --> 00:30:53,540
+العمليات الاش التشغيلية عندك
+
+383
+00:30:53,540 --> 00:30:56,160
+صرف المبيعات، من أين بنجيب صرف المبيعات يا أخوات؟
+
+384
+00:30:56,160 --> 00:30:59,660
+من قائمة الدخل ولا الميزانية؟ قائمة الدخل، ممتاز،
+
+385
+00:30:59,660 --> 00:31:05,280
+بنجيب المبيعات من قائمة إيش؟ الدخل طب المدينين ..
+
+386
+00:31:05,280 --> 00:31:08,480
+المدينين
+
+387
+00:31:08,480 --> 00:31:12,270
+.. ممتاز الميزانيةممكن طالبة تقول إيش معنى هدول
+
+388
+00:31:12,270 --> 00:31:16,450
+الإتنين؟ ارجع للتو أخدناه لما قولنا أنواع تدفقات
+
+389
+00:31:16,450 --> 00:31:22,250
+نقدية تشغيلي استثماري تمويلي وعملنا خريطة قولنا
+
+390
+00:31:22,250 --> 00:31:27,290
+التشغيلي أول حاجة فيه المقبوض من العملاء قولنا
+
+391
+00:31:27,290 --> 00:31:31,530
+حاجتين بس المبيعات من أوراق القبض أو المدينين
+
+392
+00:31:31,530 --> 00:31:38,660
+أوراق القبض أو المدينين مالكوا يا عزيزي؟أنا خايف
+
+393
+00:31:38,660 --> 00:31:40,500
+أبدأ في حل السؤال اللي أنا مانحقش أخلصه، و هيك
+
+394
+00:31:40,500 --> 00:31:47,340
+هصير مشكلة ما هو عشان هيك، هنشرحه على سريحه، نمسك
+
+395
+00:31:47,340 --> 00:31:47,420
+و
+
+396
+00:31:47,420 --> 00:32:04,420
+نقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقنقن
+
+397
+00:32:06,250 --> 00:32:11,190
+قلنا تكلفة المبيعات قلنا البضاعة .. أيوة تكلفة
+
+398
+00:32:11,190 --> 00:32:15,450
+المبيعات من قرامة الدخل البضاعة والدائنين من
+
+399
+00:32:15,450 --> 00:32:19,610
+الميزانية إذن تكلفة المبيعات من وين جاء بالرقم؟ من
+
+400
+00:32:19,610 --> 00:32:23,390
+قرامة الدخل البضاعة والدائنين من وين جاء بالرقم؟
+
+401
+00:32:23,390 --> 00:32:27,270
+من الميزانية بعدين كانت عندنا أخر حاجة كتبناها
+
+402
+00:32:27,270 --> 00:32:29,870
+الآن اللي هم الخمسة وسألته عن الأجوبة للرواتب أو
+
+403
+00:32:29,870 --> 00:32:34,790
+الأجوبة الدارية اللي هما كانوا عبارة عن الدريبةأو
+
+404
+00:32:34,790 --> 00:32:40,810
+المصاريف النقدية، الأجور، الفوائد، ممتاز، الضريبة
+
+405
+00:32:40,810 --> 00:32:44,490
+و هكذا طبعا خودي بالك مش شرط كل البنود هذه تكون
+
+406
+00:32:44,490 --> 00:32:48,130
+موجودة في السوق، الموجود فقط يعني انا لو ما لجيت
+
+407
+00:32:48,130 --> 00:32:50,230
+فوائد معناها الشركة ماعشنا ناخد القرن، مابقولش انا
+
+408
+00:32:50,230 --> 00:32:53,830
+وين الفوائد، واضح؟ إذا مش شرط تكون كلها موجودة
+
+409
+00:32:53,830 --> 00:32:57,970
+بنفس الترتيب هذا بعدين من جيب التدفق النقد
+
+410
+00:32:57,970 --> 00:33:03,320
+التشغيلي زي ما هشوف مع بعضبعدين عندك رقم اتنين،
+
+411
+00:33:03,320 --> 00:33:05,780
+شوفت اتنين اللي صغيرة؟ اللي هو تدفق النقض
+
+412
+00:33:05,780 --> 00:33:09,840
+الاستثماري؟ احنا قولنا التدفق الاستثماري واحدة،
+
+413
+00:33:09,840 --> 00:33:13,920
+اللي هي الأصول التابعة زاد أصول أخرى إن وجدت
+
+414
+00:33:13,920 --> 00:33:19,160
+الألات من وين جايبها؟ من الميزانية، من وين جايب
+
+415
+00:33:19,160 --> 00:33:23,120
+الألات؟ من الميزانية حقوق الامتياز برضه من
+
+416
+00:33:23,120 --> 00:33:26,520
+الميزانية، ماشي؟
+
+417
+00:33:28,750 --> 00:33:33,570
+آخر حاجة اللي هي رقم تلاتة التدافق النقد التمويلي
+
+418
+00:33:33,570 --> 00:33:41,670
+اللي احنا قولنا فيه الضرائب المؤجلة إطفاء قولنا
+
+419
+00:33:41,670 --> 00:33:46,130
+إطفاء معناه السداد بالتدريج أي نوع من نوع الإطفاء
+
+420
+00:33:46,130 --> 00:33:51,030
+معناه السداد بالتدريج أوراق الدفع هنشوف أوراق
+
+421
+00:33:51,030 --> 00:33:55,360
+الدفع ليش تمويلأرباح موزعة أوراق ده في علشان تمويل
+
+422
+00:33:55,360 --> 00:33:59,980
+لأنه قبل شوية لسه حكينا جميع أنواع الخصوم في حالة
+
+423
+00:33:59,980 --> 00:34:06,580
+الزيادة تكون مصدر تمويل عيد تاني في حالة زيادة
+
+424
+00:34:06,580 --> 00:34:15,700
+الخصوم تكون إيش؟ تكون مصدر تمويل بعدين
+
+425
+00:34:15,700 --> 00:34:20,850
+في صفحه 294رايح جايلي بعد كلمة الصافي التمويلي
+
+426
+00:34:20,850 --> 00:34:26,450
+واحد زي اتنين زي تلاتة ايش يعني؟ جامع نتيجة واحد
+
+427
+00:34:26,450 --> 00:34:32,870
+الولس التشغيلي زي .. اي ممتاز الاستثماري ممتاز و
+
+428
+00:34:32,870 --> 00:34:38,170
+جايبين النقطة بأول السنة و في آخر ايش السنة ممكن
+
+429
+00:34:38,170 --> 00:34:43,870
+طالب حابة تشرح لحالها تشوف مع بعض الرقم اللي انطرح
+
+430
+00:34:43,870 --> 00:34:48,130
+اللي هو بين قوسين عندكأو انت حاسيتيه متروح هذا
+
+431
+00:34:48,130 --> 00:34:54,350
+بيكون تدفق خارج ايش معنى تدفق خارج انا دفعته ماشي
+
+432
+00:34:54,350 --> 00:35:05,730
+اذا عندنا مثلا في صفحه 293 صف المبيعات كذا 256120
+
+433
+00:35:05,730 --> 00:35:10,190
+كتبناه تحت الكاتب يُطرح
+
+434
+00:35:13,420 --> 00:35:16,980
+الزيادة في المدينين تعالوا نرجع لزيادة العمومية،
+
+435
+00:35:16,980 --> 00:35:19,780
+نشوف أنا ليش طرحت المدينين، ما جمعتهاش، لأن
+
+436
+00:35:19,780 --> 00:35:33,580
+الموضوع بده فهم صفحة 288 المدينون
+
+437
+00:35:33,580 --> 00:35:41,540
+كانت في 2011 أربع واربعين ألف وسبعمية ماشي
+
+438
+00:35:42,620 --> 00:35:48,720
+في 2012 زادت ولا قلت؟ زيادة .. خُلّي بالي كده
+
+439
+00:35:48,720 --> 00:35:54,120
+قاعدة كفاضية زي اسمك زيادة الأصول استخدام عشان هي
+
+440
+00:35:54,120 --> 00:36:00,960
+كانت طرحت إيش يعني استخدام؟ مع أن أنا يا أسمعان
+
+441
+00:36:00,960 --> 00:36:04,160
+أنا قاعدة ببيع أعضاء الكو بتعطوني إيش مسار؟ مافيش
+
+442
+00:36:04,160 --> 00:36:08,940
+حاجة تاخد جيبتي ولا الخزينةوالسنة اللي بعد ده نفس
+
+443
+00:36:08,940 --> 00:36:14,040
+الجثة المبلغ قاعد يزيد وانا مش ماخدة ولا حاجة طب
+
+444
+00:36:14,040 --> 00:36:19,520
+احنا ايش عرفنا ان انتي هتاخدي؟ ماشي الان انا كان
+
+445
+00:36:19,520 --> 00:36:24,920
+إلي عندكوا أو إلكوا عندى أربع واربعين ألف وسبعمية
+
+446
+00:36:24,920 --> 00:36:31,740
+ماشي أربع واربعين ألف وياشفر سبعمية هذا إلي ..
+
+447
+00:36:31,740 --> 00:36:35,180
+اللي إلي أنا عندكوا بس أنا لسه الخزن مسكرة مفتحتش
+
+448
+00:36:35,180 --> 00:36:41,720
+هحطه المصادالسنة اللي بعدها لجيت المبلغ صار المسار
+
+449
+00:36:41,720 --> 00:36:46,540
+اللي إلي عليكوا زادت و لسه الخزنة مسكرة معناه هذا
+
+450
+00:36:46,540 --> 00:36:51,900
+استخدام طيب افرض إجيتوا و أنتوا سددوا معناه أنا
+
+451
+00:36:51,900 --> 00:36:54,680
+فتحت الخزنة و قاعدة بحط المسار تبعتكم معناه المبلغ
+
+452
+00:36:54,680 --> 00:37:02,920
+هيقل إذا انخفاض الأصول مصدر عيدها؟ أنا ادينت من
+
+453
+00:37:02,920 --> 00:37:06,020
+واحدة فيكوا ميت شاكل طيب
+
+454
+00:37:07,010 --> 00:37:13,870
+أخدت حاجة لها لسه؟ لو ال 100 شكل صاروا 50، معناه
+
+455
+00:37:13,870 --> 00:37:17,710
+أنا دفعتهم إلها، إن هذا مصدر تمويل إلها، إنها أخدت
+
+456
+00:37:17,710 --> 00:37:22,250
+المصاري من ال 50 بتاعوني، ماشي؟ طب لو ال 100 شكل
+
+457
+00:37:22,250 --> 00:37:28,010
+صاروا 160، معناه إنه أنا روحت عليك و اتدينت منك 60
+
+458
+00:37:28,010 --> 00:37:32,670
+شكل كمان فوق ال 100، بالنسبة لك أنت هذا .. واضح؟
+
+459
+00:37:32,670 --> 00:37:36,230
+استخدام، ممتاز، واضحه اللي عيدها؟ان شاء الله
+
+460
+00:37:36,230 --> 00:37:40,050
+السؤال هنشرحه بالتفصيل المحاضرة القادمة ونشوف من
+
+461
+00:37:40,050 --> 00:37:43,490
+وين جاب الأرقام و شوية شوية المحاضرة القادمة ان
+
+462
+00:37:43,490 --> 00:37:45,970
+شاء الله الساعة تمانية تكونوا في القاعة ماشي
+
+463
+00:37:45,970 --> 00:37:46,910
+يعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8lwpfNPUSwc_raw.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8lwpfNPUSwc_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..8a2a5aaf47add14cf831505cd137649701304c74
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/8lwpfNPUSwc_raw.srt
@@ -0,0 +1,1900 @@
+1
+00:00:21,620 --> 00:00:24,140
+عوضوا بالله من الشيطان الرجيم بسم الله الرحمن
+
+2
+00:00:24,140 --> 00:00:27,080
+الرحيم الحمد لله والصلاة والسلام على مصطفى الأمين
+
+3
+00:00:27,080 --> 00:00:31,620
+سيدنا محمد وعلى آله ومن ساره عبدالله السلام عليكم
+
+4
+00:00:31,620 --> 00:00:35,060
+وفضله المحاضرة الماضية بدأنا نستعرض عن التحليل
+
+5
+00:00:35,060 --> 00:00:38,280
+المالي باستخدام النسب المالية حكينا عن نسب السيولة
+
+6
+00:00:38,280 --> 00:00:41,540
+وبدأنا فيها وعنا نسب النشاط والمديونية والربحية
+
+7
+00:00:41,540 --> 00:00:44,980
+توقفنا لمحاضرة الماضية عند سؤال ذكريني رياه يا
+
+8
+00:00:44,980 --> 00:00:48,700
+شيما .. ذكريني فيها شيماح بيه؟مدى تشعر المؤسسة
+
+9
+00:00:48,700 --> 00:00:52,120
+بقلق
+
+10
+00:00:52,120 --> 00:00:55,020
+عند حساب نسبة التداول؟ ماشي مدى تشعر المؤسسة بقلق
+
+11
+00:00:55,020 --> 00:00:59,340
+عند حساب نسبة التداول؟ وكتيرش المؤسسات بتحس بقلق
+
+12
+00:00:59,340 --> 00:01:03,980
+لما تحسب نسبة التداول عندما تكون نسبة التداول
+
+13
+00:01:03,980 --> 00:01:08,760
+منخفضة بشكل ملموس في اللحظة هذه تكون المؤسسات قلقة
+
+14
+00:01:10,910 --> 00:01:14,730
+لما تكون نسبة التداول يشملها منخفضة بشكل ملموس
+
+15
+00:01:14,730 --> 00:01:20,830
+بمعنى أن المؤسسة تدخل في دائرة خطر عدم القدرة على
+
+16
+00:01:20,830 --> 00:01:26,970
+سداد خصومها المتداول عند
+
+17
+00:01:26,970 --> 00:01:33,030
+السماح لنسبة التداول بالانخفاض بشكل ملموس وعدم وضع
+
+18
+00:01:33,030 --> 00:01:40,220
+حلول لذلك من الممكن أن يؤدي ذلك لإفلاس الشركاتإذا
+
+19
+00:01:40,220 --> 00:01:44,980
+ماابتش بنكون في حالة القلق لما تكون نسبة التداول
+
+20
+00:01:44,980 --> 00:01:51,960
+منخفضة بشكل ملموس، منخفضة يعني أقل من 2 بكتير، نص،
+
+21
+00:01:51,960 --> 00:01:55,480
+أربع من عشرة، في الحالة هذه بنكون إحنا ما دخلنا في
+
+22
+00:01:55,480 --> 00:02:00,800
+دائرة الخطر، يجب على المؤسسة أن تحافظ على نسبة
+
+23
+00:02:00,800 --> 00:02:07,070
+تداول جيدة، اللي هي الرقم 2حتى تعطي أمان للدائنين
+
+24
+00:02:07,070 --> 00:02:11,090
+بإمكانين سداد أمواله، فبنيجب على المؤسسة الناجحة
+
+25
+00:02:11,090 --> 00:02:15,170
+أن تحافظ على نسبة التداول المعتدلة، اللي هي رقم 2،
+
+26
+00:02:15,170 --> 00:02:23,530
+حتى تعطي أمان للدائنين بقدرتها على السداد المحافظة
+
+27
+00:02:23,530 --> 00:02:26,010
+الماضية تعرفنا عن نسبة التداول الأولى، اللي هي
+
+28
+00:02:26,010 --> 00:02:32,070
+الأصول المتداولة، تقسيم الخصوم المتداولالمعيار
+
+29
+00:02:32,070 --> 00:02:36,990
+تبعها ال bus ضعف المقام من 2 ل 1 إذا ال bus ضعف
+
+30
+00:02:36,990 --> 00:02:41,950
+إيش؟ المقام اليوم هناخد النسبة التانية نسبة
+
+31
+00:02:41,950 --> 00:02:46,610
+السيولة السريعة خد يبقى دايما كلمة تداول أو سيولة
+
+32
+00:02:46,610 --> 00:02:50,650
+معناها أصول متداولة وخصوم متداول ممكن يقولنا نسبة
+
+33
+00:02:50,650 --> 00:02:54,030
+السيولة السريعة وممكن يقولنا نسبة التداول السريعة
+
+34
+00:02:54,030 --> 00:02:57,830
+نسبة
+
+35
+00:02:57,830 --> 00:03:02,890
+السيولة السريعة عبارة عن الأصول المتداولةناقص
+
+36
+00:03:02,890 --> 00:03:09,630
+المخزون السلعي زاد مصلوفات مدفوعة مقدمة إذن ممكن
+
+37
+00:03:09,630 --> 00:03:17,970
+نحكي نسبة السيولة السريعة بتساوي الأصول المتداولة
+
+38
+00:03:17,970 --> 00:03:22,830
+اللي هى الف مين ناقص المخزون السلعي المخزون السلعي
+
+39
+00:03:22,830 --> 00:03:26,910
+دايما موجود في كل ميزانية دايما موجود المصاريف
+
+40
+00:03:26,910 --> 00:03:30,890
+ممكن تكون موجودة ممكن لأإذا المصاريف المدفوعة
+
+41
+00:03:30,890 --> 00:03:35,330
+مقدما ممكن تكون موجودة وممكن ما تكونش موجودة لكن
+
+42
+00:03:35,330 --> 00:03:40,550
+مين اللي دايما بيكون معانا؟ المخزون السلعي المقام؟
+
+43
+00:03:40,550 --> 00:03:44,250
+خصوم متداولة خصوم متداولة إذا نسبة السيولة السريعة
+
+44
+00:03:44,250 --> 00:03:47,290
+ببساطة عبارة عن خصوم متداولة ناقص المخزون السلعي
+
+45
+00:03:47,290 --> 00:03:50,770
+تقسيماش؟ الخصوم متداولة الخصوم متداولة المعيارة
+
+46
+00:03:50,770 --> 00:03:53,890
+تبعها، اللي بيدقيس عليها كويس أو مش كويس، من واحد
+
+47
+00:03:53,890 --> 00:03:58,100
+لواحدإيش يعني من واحد لواحد؟ معناها ال bus و
+
+48
+00:03:58,100 --> 00:04:01,780
+المقام هيكونوا زي بعض إيش من واحد لواحد؟ معناها لو
+
+49
+00:04:01,780 --> 00:04:04,600
+قسمنا ال bus عن المقام هيطلع لنا واحد إذا مش زي
+
+50
+00:04:04,600 --> 00:04:08,040
+قبل شوية نسبة ده والابنين لواحد لأ فهذه من واحد
+
+51
+00:04:08,040 --> 00:04:15,980
+إلى واحد عندنا سؤال بيقول عليلي الفرد
+
+52
+00:04:15,980 --> 00:04:26,730
+أو إخراج المخزون السلعي من إجماليالأصول المتداولة
+
+53
+00:04:26,730 --> 00:04:37,490
+عند .. عند حساب السيولة السريعة إذن
+
+54
+00:04:37,490 --> 00:04:40,670
+السؤال بيحكيلنا ليش لما حسبنا السيولة السريعة
+
+55
+00:04:40,670 --> 00:04:45,510
+طردنا المخزون السلعي؟ في إنها دي يا أخوات ميزانية
+
+56
+00:04:45,510 --> 00:04:49,110
+عالمية زي ما أنت شايفها في السيولة السريعة كل
+
+57
+00:04:49,110 --> 00:04:53,160
+هدولة ضلوا معايا اللي هم الأصول المتداولةبنروح منه
+
+58
+00:04:53,160 --> 00:04:58,600
+ترد المخزون عليلي لماذا يجب ان يخرج المخزون عند
+
+59
+00:04:58,600 --> 00:05:03,860
+حساب السيولة السريعة؟ مين حابب يجاوب؟ مين حابب
+
+60
+00:05:03,860 --> 00:05:11,300
+يجاوب؟ فضل ماشي
+
+61
+00:05:11,300 --> 00:05:17,300
+انت شكرا ممكن ان شبه المخزون السلعي بسلحفة ماعنها
+
+62
+00:05:17,300 --> 00:05:22,870
+السلحفة؟ بطيئة معروف ان السلحفة بطيئة جداالمخزون
+
+63
+00:05:22,870 --> 00:05:28,590
+السلعي مش مصاري المخزون السلعي سلع ماشي لو أنا
+
+64
+00:05:28,590 --> 00:05:34,010
+مصنع مياه حيكون المخزون السلعي إيش؟ ميه، دزاز ميه
+
+65
+00:05:34,010 --> 00:05:38,710
+لما بدها أصير مصاري، بدأ أحملها و أنزل فيها على
+
+66
+00:05:38,710 --> 00:05:44,390
+السوق و أبيعها يمكن ما تنبعش ويمكن تنبع بربح ويمكن
+
+67
+00:05:44,390 --> 00:05:49,770
+تنبع بخسارة زي أي حاجة ما نبيعها في السوقإذا لماذا
+
+68
+00:05:49,770 --> 00:05:52,170
+تم استبعاد المخزون السلع من السيولة السريعة ورجع
+
+69
+00:05:52,170 --> 00:05:56,550
+دلك إلى أن المخزون السلع ليس نقدا، مش مصارع،
+
+70
+00:05:56,550 --> 00:06:01,130
+المخزون السلع عبارة عن سلع، والسلعة تتطلب وقت ان
+
+71
+00:06:01,130 --> 00:06:05,530
+تتحول إلى إيش؟ إلى نقد، إذا المخزون السلع يمشي
+
+72
+00:06:05,530 --> 00:06:09,610
+فلوس، وعشان يصير فلوس، بده وجد، وافضل كمان السر
+
+73
+00:06:09,610 --> 00:06:13,530
+ولا لا، ممكن ماينباعش، عشان هيك لما نقول السيولة
+
+74
+00:06:13,530 --> 00:06:17,830
+السريعة، بناخد جميع الأصول المتداولة معادل المخزون
+
+75
+00:06:17,830 --> 00:06:22,580
+السلع،ليش؟ لأنه المخزون السلعي بضاعة لأنه المخزون
+
+76
+00:06:22,580 --> 00:06:26,440
+السلعي بضاعة و البضاعة بدها وجد لحتى تصير أموال
+
+77
+00:06:26,440 --> 00:06:33,220
+النقدية فلوس cash في ال bank أو في الصندوق
+
+78
+00:06:33,220 --> 00:06:37,960
+الاستثمارات برضه أموال اللي دي من المدينة فلوسي
+
+79
+00:06:37,960 --> 00:06:40,840
+أنا عند الناس برضه مصاري قالوا بيبعتولي مصاري
+
+80
+00:06:40,840 --> 00:06:44,720
+بيبعتوهن لكن المخزون السلعي لا المخزون السلعي
+
+81
+00:06:44,720 --> 00:06:48,670
+عبارة عن البضاعة اللي في المخازنمنها لما تحمليها و
+
+82
+00:06:48,670 --> 00:06:52,450
+تبيعيها هياخد مننا راجط عشانك بنسميها سيولة إيش؟
+
+83
+00:06:52,450 --> 00:06:55,550
+سيولة سريعة في أماننا على السابورة الميزانية
+
+84
+00:06:55,550 --> 00:06:59,150
+العالمية يلا نحسب السيولة السريعة لهذه المؤسسة إذا
+
+85
+00:06:59,150 --> 00:07:03,890
+نحسب السيولة السريعة للمؤسسة اللي أماننا مين حاب
+
+86
+00:07:03,890 --> 00:07:08,250
+يجاوب معايا؟
+
+87
+00:07:08,250 --> 00:07:14,710
+القانون مكتوب أماننا بس مطبق مين
+
+88
+00:07:14,710 --> 00:07:26,190
+حاب يجاوب معايا؟مين كمان؟ سهل فضل
+
+89
+00:07:26,190 --> 00:07:31,490
+الفصل
+
+90
+00:07:31,490 --> 00:07:35,810
+النقدية زائد
+
+91
+00:07:35,810 --> 00:07:46,290
+الاستثمارات الموقتة زائد الدم زائد الدم هو
+
+92
+00:07:46,290 --> 00:07:47,070
+أريح لنا
+
+93
+00:07:52,330 --> 00:08:01,390
+إجمالي الأصول المتداولة ناقص المخزون على الخصوم
+
+94
+00:08:01,390 --> 00:08:05,350
+المتداولة
+
+95
+00:08:05,350 --> 00:08:09,650
+خُد بالك توقنتي لما قلت نقدية استثمارات دماغ لو
+
+96
+00:08:09,650 --> 00:08:15,750
+وقفتي صح لكن لو قلت ناقص المخزون غلط لأنه أنا
+
+97
+00:08:15,750 --> 00:08:19,600
+بأقصد المخزونفبنجيب إجمال أصول من الدولة، بعدين
+
+98
+00:08:19,600 --> 00:08:24,720
+بطلح المخزون، واضح؟ أنا بطلد المخزون، فكيف لازم
+
+99
+00:08:24,720 --> 00:08:27,880
+أطلده؟ لازم يكون عندي، طب كيف هنجيبه؟ شوف مع بعض،
+
+100
+00:08:27,880 --> 00:08:33,780
+الأصول من الدولة حساوي، النقدية زائد الاستثمارات
+
+101
+00:08:33,780 --> 00:08:40,700
+زائد المدينة، لغاية هنفي مخزون؟مافيش مخزون طب كيف
+
+102
+00:08:40,700 --> 00:08:45,460
+هنترضه؟ اللي هو مش موجود أصلا إذا انزاد المخزون
+
+103
+00:08:45,460 --> 00:08:49,320
+بتروح لها تقاس طبعا في بعض الميزانات بيجي جاهز
+
+104
+00:08:49,320 --> 00:08:53,580
+الأصول متداولة و بيضال ماشي هاي المخزون الآن بقى
+
+105
+00:08:53,580 --> 00:09:00,700
+ترضه نقص المخزون لأ هو بيجي مع الإجمال و يتم ترضه
+
+106
+00:09:00,700 --> 00:09:07,520
+لما أنت ماتحطش هنا و تروح ترضي لهي غلط يعني بترضي
+
+107
+00:09:07,520 --> 00:09:12,040
+حاجة مش معناة أصلاأه بعض الأسلوب زي ما هشوف في ال
+
+108
+00:09:12,040 --> 00:09:15,500
+sheet إجمال الأصول المتداولة بيجي جاهز إيه بنكتب
+
+109
+00:09:15,500 --> 00:09:17,580
+الرقم ناقص مخزون الموضوع اللي أنا ماشي هناك؟ صح
+
+110
+00:09:17,580 --> 00:09:21,000
+فسؤالنا هذا مش جاهز إحنا هنجيبه فإيش هنجيبه؟ هنجيب
+
+111
+00:09:21,000 --> 00:09:25,100
+إجمال الأصول المتداولة كله على بعض و لازم يكونوا
+
+112
+00:09:25,100 --> 00:09:30,000
+مخزون عشان نطردهم عشان أطرحهم واضح؟ تحصيم الخصوم
+
+113
+00:09:30,000 --> 00:09:37,380
+المتداولة موردون موردون بنوك بنوك مستحقا مستحقا
+
+114
+00:09:37,380 --> 00:09:38,260
+قدور طويلة الأجل
+
+115
+00:09:41,110 --> 00:09:46,650
+العود بالأرقام؟ عشر تلاف عشر تلاف ثلاثين ألف زي
+
+116
+00:09:46,650 --> 00:09:53,090
+تلاتين أربعين ألف أربعين ستين ألف زي ستين ألف نقص
+
+117
+00:09:53,090 --> 00:09:59,630
+ستين ألف ممتاز شكرا يا عزيزي نقص ستين ألف تمانين
+
+118
+00:09:59,630 --> 00:10:05,270
+ألف بطولة أرصد بس دين وعشرين ألف في المقام ثلاثين
+
+119
+00:10:05,270 --> 00:10:09,830
+ألف ثلاثين ألف زي تمان تلاف تمان تلاف احسبوا ان
+
+120
+00:10:09,830 --> 00:10:12,240
+انا لازم اشطلعكلوا مع بعض.
+
+121
+00:10:30,220 --> 00:10:31,560
+قدش بيعطينا؟
+
+122
+00:10:36,860 --> 00:10:43,300
+نسبة السيولة السريعة 1.3 المعيار تبعي 1 مين هذا
+
+123
+00:10:43,300 --> 00:10:50,000
+المعيار؟ وضع الشركة جيد ولا صعب؟ المعيار مرة تانية
+
+124
+00:10:50,000 --> 00:10:52,720
+زى ما حدث مهدر الماضي درجة حرارة الإنسان الطبيعى
+
+125
+00:10:52,720 --> 00:10:58,000
+37 درجة بجيب ميزان الحرارة و بقسد درجة الحرارةإذا
+
+126
+00:10:58,000 --> 00:11:01,080
+كان سبعة و تلاتين ممتازة تمانية و تلاتين ستة و
+
+127
+00:11:01,080 --> 00:11:05,140
+تلاتين لأ مرتفعة أقل لسيء إحنا عندنا معيار السيول
+
+128
+00:11:05,140 --> 00:11:12,240
+السريع من واحد لواحد انطلعت واحد و ده ممتاز عندنا
+
+129
+00:11:12,240 --> 00:11:17,060
+إحنا النتيجة واحد point ثلاثة و المعيار واحد إذا
+
+130
+00:11:17,060 --> 00:11:22,660
+وضعت نسبة السيول السريع في هذه الشركة جيد واضح ليش
+
+131
+00:11:22,660 --> 00:11:28,850
+جيد؟ لإن المعيار التبعي واحدوالناتج تبعنا واحد،
+
+132
+00:11:28,850 --> 00:11:35,990
+إذا وضع الشركة إيش ماله؟ جيد حيث تستطيع الشركة ..
+
+133
+00:11:35,990 --> 00:11:47,730
+إيش يعني جيد؟ حيث تستطيع الشركة سداد ما عليها من
+
+134
+00:11:47,730 --> 00:12:00,880
+التزامات قصيرة الأجل دون اللجوءإلى بيع المخزون إذا
+
+135
+00:12:00,880 --> 00:12:04,340
+بصدد فلوس الناس قصيرة الأجل دون ما أخد المخزون و
+
+136
+00:12:04,340 --> 00:12:12,400
+أبيعه واضح ليش؟ كويس؟ أعيدها تاني؟ أعيدها؟ إذا
+
+137
+00:12:12,400 --> 00:12:14,960
+نسبة السيولة السريعة على الشركة اللي في ال metal
+
+138
+00:12:14,960 --> 00:12:19,040
+كانت جيدة لأنها طلعت واحد و الميار واحد خلاص قبل
+
+139
+00:12:19,040 --> 00:12:23,340
+ما الوضع تمام سؤال ال sheet لو سمحت سؤال ال sheet
+
+140
+00:12:28,000 --> 00:12:33,360
+لأ يا انتي البضاعة البضاعة هي المخصوم لأ يا انتي
+
+141
+00:12:33,360 --> 00:12:38,060
+نبقى .. المرة الماضية وزعناها البضاعة هي المخصوم
+
+142
+00:12:38,060 --> 00:12:49,560
+هذه السؤال على الصابورة نكتب
+
+143
+00:12:49,560 --> 00:12:52,980
+القانون نسبة السيول السريع بساوي الأصول متداول
+
+144
+00:12:52,980 --> 00:12:56,020
+ناخذ المخصوم السريع الخصوم المتداول نبدأ نعوض
+
+145
+00:12:57,970 --> 00:13:03,070
+اتفضلي اجمال الأصول المتداولة و النقطية لأ احنا ..
+
+146
+00:13:03,070 --> 00:13:05,650
+هل هو معانا؟ لأ مجموع .. اه مجموع .. مجموع .. اه
+
+147
+00:13:05,650 --> 00:13:11,950
+هيو .. اه هيو ليش هرلي بحالي؟ هيو بدأله معانا
+
+148
+00:13:11,950 --> 00:13:16,370
+نكتبه اجمال أصول المتداولة جداش؟ تلاتية و خمسين
+
+149
+00:13:16,370 --> 00:13:25,000
+ألف نصف مخزون جداش المخزون؟ مية و خمسين ألففي حد
+
+150
+00:13:25,000 --> 00:13:29,340
+بيسأل نفسه من وين جابه 350؟ في السؤال هذا مريحني
+
+151
+00:13:29,340 --> 00:13:34,180
+هو جامع لحالة الأصول المتداول، مجموعة و جاهزة،
+
+152
+00:13:34,180 --> 00:13:39,100
+ناخدها و نكتبها، بعدين بنطرد منها المخزون السلعي،
+
+153
+00:13:39,100 --> 00:13:44,560
+المقال؟ المعاندون زائد الجمهور، عزيزي، عزيزي مش
+
+154
+00:13:44,560 --> 00:13:48,960
+معنى؟ يا أنتي هي، هي، شوية تركيز لو سمحت، هي
+
+155
+00:13:48,960 --> 00:13:49,500
+موجودة
+
+156
+00:13:52,270 --> 00:13:55,430
+احسبونا لو سمحتوا هل بتطلع واحد، لا أعلى، لا أقل؟
+
+157
+00:13:55,430 --> 00:13:59,370
+واحد point ثلاثة نفس الرقم؟ بالصدفة على فكرة،
+
+158
+00:13:59,370 --> 00:14:03,750
+بالصدفة واحد point ثلاثة جيد يا اسمها ولا سيء؟
+
+159
+00:14:03,750 --> 00:14:07,050
+جيد، جيد المعيار واحد، واحد point ثلاثة، إذا
+
+160
+00:14:07,050 --> 00:14:13,990
+المعيار نسبة شمالها جيدة إذا نسبة جيدة
+
+161
+00:14:13,990 --> 00:14:20,770
+عيدة تانية؟ واضح كيف حلناه ولا عيده؟في الميزانية
+
+162
+00:14:20,770 --> 00:14:24,110
+اه ده هو حاسب انا مابحسبش انا بشيب الإجماليات
+
+163
+00:14:24,110 --> 00:14:28,310
+بكتبها و بطرح منها المخزون و بضل ماشية كده مش
+
+164
+00:14:28,310 --> 00:14:35,050
+موجودة زي ال metal لأ بنقعد نجمع يعني المعيار جيد
+
+165
+00:14:35,050 --> 00:14:38,650
+المعيار جيد لإنه إيش مش المعيار جيد يعني نسبة جيدة
+
+166
+00:14:38,650 --> 00:14:45,270
+مش معيار صح النسبة جيدة اللي هي 1.3 لإنها تساوت مع
+
+167
+00:14:45,270 --> 00:14:46,950
+المعيار النموذجي 1
+
+168
+00:14:53,510 --> 00:15:01,490
+عنا النسبة رقم تلاتة في نسب السيولة نسبة
+
+169
+00:15:01,490 --> 00:15:07,210
+النقد بنسميها
+
+170
+00:15:07,210 --> 00:15:11,470
+نسبة السيولة القطعية إذا نسبة النقد إلها اسم تاني
+
+171
+00:15:11,470 --> 00:15:18,870
+أمسحها يا أخوات اللي هي نسبة السيولة القطعية
+
+172
+00:15:24,790 --> 00:15:27,450
+اتعلمنا مع بعض في جميع نسب السيولة اللي أخدناهم
+
+173
+00:15:27,450 --> 00:15:31,470
+لغاية الآن إنه دايما المقام زي ما هو بتغيرش الخصوم
+
+174
+00:15:31,470 --> 00:15:35,590
+المتداولة و ال bust كمان اللي هي الأصول إيش
+
+175
+00:15:35,590 --> 00:15:39,650
+المتداولة نسبة النقد ما أخد جزء من الأصول
+
+176
+00:15:39,650 --> 00:15:43,490
+المتداولة اللي هما شغلتين النقد زاد إيش الأوراق
+
+177
+00:15:43,490 --> 00:15:53,350
+المالية النسبة هذه بس بتقيس قدرة النقد فقطمع
+
+178
+00:15:53,350 --> 00:15:58,130
+استبعاد المدينون والمخزون السلعي على سداد الخصوم
+
+179
+00:15:58,130 --> 00:16:01,790
+المتداولة، إذن هذه النسبة اللي هي السيوية القطعية
+
+180
+00:16:01,790 --> 00:16:07,910
+بتقيس قدرة النقد فقط على قياس قدرة المؤسسة على
+
+181
+00:16:07,910 --> 00:16:13,160
+سداد الخصوم المتداولةشو يعني؟ فقط يعني المصاري
+
+182
+00:16:13,160 --> 00:16:17,600
+اللي في الخزنة و المصاري في الbank هل بقدر أسدد
+
+183
+00:16:17,600 --> 00:16:20,680
+منهم ولا لازم أروح للمدينون و المخزن السلعي؟ هذا
+
+184
+00:16:20,680 --> 00:16:24,640
+المقصود فيها إذا ما مدى قدرة النقد فقط على سداد
+
+185
+00:16:24,640 --> 00:16:32,140
+الخصوم المتداولة واضح؟
+
+186
+00:16:32,140 --> 00:16:39,180
+في حالة انخفاض النقد في الصندوق أو في حسابنا في
+
+187
+00:16:39,180 --> 00:16:44,030
+الbankمن الممكن اللجوء للمدينين أو اللجوء للمخزون
+
+188
+00:16:44,030 --> 00:16:49,050
+السلعي إذا كان النقد بكفي لسداد الدين قصير الأجر
+
+189
+00:16:49,050 --> 00:16:54,010
+خلاص وضعنا تماما أما إذا كان لأ فبضطر أروح
+
+190
+00:16:54,010 --> 00:16:57,910
+للمدينون و بضطر أروح لمين للمخزون السلعي دعونا
+
+191
+00:16:57,910 --> 00:17:02,330
+نشوف سؤالنا هذا نحسب أخدت بقيت لغاية الآن إحنا على
+
+192
+00:17:02,330 --> 00:17:04,670
+الميزانية ما روحناش أقامت الدخل لغاية الآن كل
+
+193
+00:17:04,670 --> 00:17:10,580
+الشغل على الميزانية هنكون مع بعض نسبك النقدالها
+
+194
+00:17:10,580 --> 00:17:19,740
+اسم تاني السيولة القطعية حد ساوى النقدية النقدية
+
+195
+00:17:19,740 --> 00:17:26,960
+تقسيم الخصوم المتداولة كداش النقدية عندنا في
+
+196
+00:17:26,960 --> 00:17:34,620
+السؤال؟ بيبين صغيرة على فكرة هناك 22000 زائد 30000
+
+197
+00:17:37,570 --> 00:17:41,570
+واضح يا أخوات وإحنا بنكتب في الأرقام إنه لأ النسبة
+
+198
+00:17:41,570 --> 00:17:46,210
+هتكون وحشة أنا معايا بس عشر تلاف دولار في المخزن
+
+199
+00:17:46,210 --> 00:17:50,630
+أو في الخزينة بتاعتى ومطلوب منى أسدد اتنين وعشرين
+
+200
+00:17:50,630 --> 00:17:55,050
+ألف تلاتين ألف تمان تلاف واضح وانا بكتب إن لأ
+
+201
+00:17:55,050 --> 00:18:00,050
+الموضوع مش هيكون منيح مدتش بطلع النتج مثل أوراق
+
+202
+00:18:00,050 --> 00:18:05,370
+البالية لو مش موجودة مفيش شيء هذه مش مبينة شيء هذه
+
+203
+00:18:05,370 --> 00:18:10,120
+مش واضحة أمامي مابكتبهاشماشي؟ ماعرفيش علنا أوراق
+
+204
+00:18:10,120 --> 00:18:13,040
+مالية في الميزانية فبجيبش من عندي فكتبنا النقضة
+
+205
+00:18:13,040 --> 00:18:19,380
+خلاص هك؟
+
+206
+00:18:19,380 --> 00:18:23,660
+أه، من مية، من مية، من مية، مش السفرية أه، ماشي
+
+207
+00:18:23,660 --> 00:18:29,560
+الوضع
+
+208
+00:18:29,560 --> 00:18:39,980
+سيء ليش الوضع سيء؟الخصوم المتداولة أكبر بكتير من
+
+209
+00:18:39,980 --> 00:18:45,360
+النقدية لوحدها يعني لما احنا أخدنا النقدية قبل
+
+210
+00:18:45,360 --> 00:18:48,620
+شوية في السيولة و السيولة السريعة لقيتنا الوضع
+
+211
+00:18:48,620 --> 00:18:54,660
+تمام ايه
+
+212
+00:18:54,660 --> 00:19:01,670
+بيطلع زيها 16%؟ هذه؟ اهبس بنكتب .. بنكسب أوراق
+
+213
+00:19:01,670 --> 00:19:06,610
+مالية صح؟ هان فيه؟ إذا فيه أه نطلع أ في أ ناخدها
+
+214
+00:19:06,610 --> 00:19:08,910
+بدل عندك في الميزانية أوراق مالية على طول خديها في
+
+215
+00:19:08,910 --> 00:19:12,330
+ال bus و
+
+216
+00:19:12,330 --> 00:19:16,030
+احنا
+
+217
+00:19:16,030 --> 00:19:21,450
+بنكتب في الأرقام و بنستنتج يطلع 6 من 10 انشر مع
+
+218
+00:19:21,450 --> 00:19:25,360
+بعض؟واحنا بنكتب هنشوف هل الناقضية كبيرة ولا صغيرة
+
+219
+00:19:25,360 --> 00:19:31,200
+الناقضية 25 ألف زائد 75 ألف زائد 75 ألف، كويسة
+
+220
+00:19:31,200 --> 00:19:35,820
+ألية و 50 ألف، اه لو
+
+221
+00:19:35,820 --> 00:19:43,700
+حسبت ال 25 و 75 بقعد عن 150، الاتنين فوق 100، بكون
+
+222
+00:19:43,700 --> 00:19:50,600
+عندنا قصود يعني، دردتش النتج لو سمحت، الوضع
+
+223
+00:19:50,600 --> 00:19:52,220
+سيء
+
+224
+00:19:54,210 --> 00:20:00,210
+الوضع سيء، ليش سيء؟ النقضية اللي عندي مش مكافية
+
+225
+00:20:00,210 --> 00:20:06,910
+أني أسدد منها فقط الخصوم المتداول، لازم أروح
+
+226
+00:20:06,910 --> 00:20:14,110
+للمدينين و لازم أروح لمين، للمخزون، واضح؟ مثلا إذا
+
+227
+00:20:14,110 --> 00:20:19,940
+تكفي لإيش؟ بيسمع، أزداد ..عدم قوتة النقدية على
+
+228
+00:20:19,940 --> 00:20:25,020
+سداد الخصوم المتداولة لوحدها لازم نلجأ للمخزون و
+
+229
+00:20:25,020 --> 00:20:29,760
+للمدينة إذا نستقل مع بعض نسبة السيولة اللي أخدناها
+
+230
+00:20:29,760 --> 00:20:37,870
+أخدناها مع بعضنسبة التداول وهي عبارة عن الأصول
+
+231
+00:20:37,870 --> 00:20:42,390
+المتداولة تقسيم الخصوم المتداول وتقيس ما مدى قدرة
+
+232
+00:20:42,390 --> 00:20:46,210
+الأصول المتداولة البسط على سداد الخصوم المتداولة
+
+233
+00:20:46,210 --> 00:20:50,650
+المقام، بس ومعيارها اتنين، ان طلعت عندك النتيجة
+
+234
+00:20:50,650 --> 00:20:56,870
+اتنين، ممتاز، واحد سيء، خمسة سيء، اتنين و حواليها،
+
+235
+00:20:56,870 --> 00:21:00,490
+يعني اتنين و نص اه، واحد و تسعة من عشرة، ماشي
+
+236
+00:21:00,490 --> 00:21:06,510
+الحل، لكن مابعدش كتيرإتنين أخدنا مع بعض نسبة
+
+237
+00:21:06,510 --> 00:21:10,850
+السيولوية السريعة نفس القانون اللهم مع استبعاد
+
+238
+00:21:10,850 --> 00:21:14,030
+المخزون السلعي الأصول المتداولة ناقص المخزون
+
+239
+00:21:14,030 --> 00:21:17,390
+السلعي على الخصوميش على المتداول سألنا حالنا سؤال
+
+240
+00:21:17,390 --> 00:21:21,050
+علي ليه لماذا يتم استبعاد المخزون السلعي كان لأن
+
+241
+00:21:21,050 --> 00:21:30,790
+المخزون السلعي بضاعة و .. أيوة ممتازة المعيار
+
+242
+00:21:30,790 --> 00:21:34,620
+تبعنا من واحد لواحدنطلع في السيولة السريعة واحد
+
+243
+00:21:34,620 --> 00:21:41,080
+مهدزين، اتنين لأ مش بزيادة، نص لأ مش ميحة أخدنا
+
+244
+00:21:41,080 --> 00:21:45,660
+أخر حاجة اسمة النقد، وهي السيولة القطعية قدرة أن
+
+245
+00:21:45,660 --> 00:21:51,640
+نقض فقط على سداد الخصوم المتداولة دون اللجوء
+
+246
+00:21:51,640 --> 00:21:56,980
+للمدينون أو المخصوم السليعي هذه مالهاش معينة، وهذه
+
+247
+00:21:56,980 --> 00:22:00,680
+وانا بكتب في القطع بارد لها اللي كانت ميحة أو
+
+248
+00:22:00,680 --> 00:22:08,360
+سيئة، زي حمضانةعنا ال bus مية و المقام 150، إذا
+
+249
+00:22:08,360 --> 00:22:12,200
+هسدد المقام من المية تبعت ال bus و يظل عندي عاجز
+
+250
+00:22:12,200 --> 00:22:16,700
+50 حتى أروح المدينة و أقول إن هي نسبة سيئة، هي
+
+251
+00:22:16,700 --> 00:22:22,520
+نسبة إيش؟ سيئة، يعني أنا مدينة إلكوا ب 150، فتحت
+
+252
+00:22:22,520 --> 00:22:27,320
+الخزنة لجيت فيها 100طب أعطينا أكل مية، ضال الكماسة
+
+253
+00:22:27,320 --> 00:22:30,580
+رقيقة، ضال خمسين، من أين هنجيبها؟ هاروح على
+
+254
+00:22:30,580 --> 00:22:34,620
+المدينين، إذا الوضع سيء، أو هاروح على البضاعة، و
+
+255
+00:22:34,620 --> 00:22:38,180
+هذا هو اللي عيدها، تعالوا ناخد نوع تاني من النسب،
+
+256
+00:22:38,180 --> 00:22:43,420
+خلصنا الآن من السيولة، اللي هي نسب النشاط، نسب
+
+257
+00:22:43,420 --> 00:22:49,980
+النشاط تقيص قدرة المؤسسة في العمل، أو ما مدى كفاءة
+
+258
+00:22:49,980 --> 00:22:55,620
+المؤسسة في توليد مبيعات و من تم أربعة حرفين،يعني
+
+259
+00:22:55,620 --> 00:22:59,200
+لو عندنا فلانة حصلت في المادة على 90%، إذا هي
+
+260
+00:22:59,200 --> 00:23:08,620
+طالبة نشيطة، شاشة حصلت على 60%، لأ طالبة نشيطة،
+
+261
+00:23:08,620 --> 00:23:16,820
+واضح؟ إذا النسب النشاط، بنسميها معدلات الدوران وهي
+
+262
+00:23:16,820 --> 00:23:21,620
+تقيس كفاءة المؤسسة في تحويل عناصرها إلى نبيعات ومن
+
+263
+00:23:21,620 --> 00:23:26,940
+ثم إلى أربععجز ما ببيعمل مصنع الميه بتبعي جزاز ميه
+
+264
+00:23:26,940 --> 00:23:30,760
+عجز ما بكون وضعي تمام و طبعا يصير اربعة بنبيعش
+
+265
+00:23:30,760 --> 00:23:34,600
+معناه في عندنا حلم الخمول او الكثير نشوف مع بعض
+
+266
+00:23:34,600 --> 00:23:41,460
+نسب النشاط القاعدة العامة في نسب النشاط هي بتيجي
+
+267
+00:23:41,460 --> 00:23:44,160
+معدلات دوران مقولش جيسي نسب النشاط بقولك معدل
+
+268
+00:23:44,160 --> 00:23:49,120
+دوران القاعدة العامة اني بس اشوف كلمة دوران في
+
+269
+00:23:49,120 --> 00:23:53,940
+المالية معناها المبيعات على البسطمعناها إيش؟
+
+270
+00:23:53,940 --> 00:23:56,140
+المبيعات على ال bus ناخد هذا و بعدين نرجع للتانية
+
+271
+00:23:56,140 --> 00:24:01,480
+لأن معدّى الدوران أي حاجة في العالم إيش معناها؟
+
+272
+00:24:01,480 --> 00:24:05,120
+المبيعات تقسيم الحاجة هذه خلّيني ناخد معدّى
+
+273
+00:24:05,120 --> 00:24:09,340
+الدوران أصول تابعة و بعدين نرجع للجانب شوية لما
+
+274
+00:24:09,340 --> 00:24:13,360
+قلنا السؤال يا صفية احسبي معدّى الدوران أصول تابعة
+
+275
+00:24:13,360 --> 00:24:16,880
+من غير ما تفكري و تطلعي على حاجة ممكن نجيب القانون
+
+276
+00:24:16,880 --> 00:24:22,200
+على طول المبيعات على أصول تابعة، بسلو قالنا مثلا
+
+277
+00:24:22,200 --> 00:24:26,960
+يا شيما حبيب احسب معدل دوران إجمال الأصول المبيعات
+
+278
+00:24:26,960 --> 00:24:29,540
+على إجمال الأصول؟ لأ لأ مافيش إجمال .. المبيعات
+
+279
+00:24:29,540 --> 00:24:34,900
+على إجمال الأصول ماشي، عيدة تاني؟ قلت لك كلمة
+
+280
+00:24:34,900 --> 00:24:37,940
+دوران إيش معناها؟ المبيعات على ال bus؟ المبيعات في
+
+281
+00:24:37,940 --> 00:24:42,100
+ال bus طب من المقام اللي هو بيسأل عنه؟ عند الآن
+
+282
+00:24:42,100 --> 00:24:45,300
+معدل دوران الأصول التابعة إيش هيكون القانون يا
+
+283
+00:24:45,300 --> 00:24:49,450
+ساجة العقادة؟ المبيعات .. المبيعات بالإنبعادأنا مش
+
+284
+00:24:49,450 --> 00:24:51,710
+عارفة إنه نجيب إيه المبيعات الأجر هذه ماجهاش دورها
+
+285
+00:24:51,710 --> 00:24:55,850
+يعني المبيعات و إنتي ماشية تعالوا نجيبها يلّا أه
+
+286
+00:24:55,850 --> 00:25:01,570
+هان هندخل قائمة الداخل على الحل ليش؟ لإن المبيعات
+
+287
+00:25:01,570 --> 00:25:05,130
+أصلا ما موجودة في قائمة الداخل إذا في السيولة كلها
+
+288
+00:25:05,130 --> 00:25:07,750
+مطلعناش على قائمة الداخل بس الميزانية نحطها و
+
+289
+00:25:07,750 --> 00:25:11,410
+نشتغل في الدورانات لأ بإننا نجيب قائمة الداخل و
+
+290
+00:25:11,410 --> 00:25:18,030
+الميزانية تعالوا نرجع للسؤال هى قائمة الداخل هى
+
+291
+00:25:18,030 --> 00:25:18,670
+المبيعات
+
+292
+00:25:22,290 --> 00:25:26,650
+ماشي و هاي الأصول التابعة مش هو كان السؤال أصول
+
+293
+00:25:26,650 --> 00:25:33,350
+تابعة أه هاي الأصول التابعة إذا هنعمل هيك
+
+294
+00:25:33,350 --> 00:25:39,850
+معدل
+
+295
+00:25:39,850 --> 00:25:45,250
+دوضان الأصول التابعة حسب أه مبيعات أو لا مبيعات ال
+
+296
+00:25:45,250 --> 00:25:50,090
+sales تبعات اللي هي المبيعات أه الأصول التابعةخودي
+
+297
+00:25:50,090 --> 00:25:54,470
+بالك إن لجينا في السؤال صافي وصول تابعة، ايه
+
+298
+00:25:54,470 --> 00:26:00,590
+بناخده؟ ايه لو ما لجيناش صافي وصول تابعة، بناخد
+
+299
+00:26:00,590 --> 00:26:06,410
+وصول تابعة واضح؟ عنا صافي ولا ماعناش؟ خلاص بناخده
+
+300
+00:26:06,410 --> 00:26:09,650
+هو الأولوية إله المحاضر الماضي أو قبل ذلك شرخنا
+
+301
+00:26:09,650 --> 00:26:13,130
+كيف بنجيب الصافي جداش المبيعات؟ المبيعات مش
+
+302
+00:26:13,130 --> 00:26:18,010
+هنجيبها من هنا، من أين هنجيبها؟ من مقامة الدخل 600
+
+303
+00:26:18,010 --> 00:26:18,430
+ألف
+
+304
+00:26:21,140 --> 00:26:25,320
+تقسيم القصة في الأصول التابعة؟ ممتاز، احسبيلنا لو
+
+305
+00:26:25,320 --> 00:26:30,160
+سمحتي طبعا هذه الدولانة يا أخوات من ضد الفمية،
+
+306
+00:26:30,160 --> 00:26:35,840
+كدهش؟
+
+307
+00:26:35,840 --> 00:26:41,260
+كدهش
+
+308
+00:26:41,260 --> 00:26:43,840
+بتطلع؟
+
+309
+00:26:51,610 --> 00:27:01,670
+أه 230.7 230.7 ده 100% ماشي ان شاء الله نلقي نظرة
+
+310
+00:27:01,670 --> 00:27:09,990
+على القام لحتى نشوف هل وضع الشركة جيد او سيء انا
+
+311
+00:27:09,990 --> 00:27:19,030
+عندي الأصول التابعة 260الـ 260 هذه شغلتها بكفاءة
+
+312
+00:27:19,030 --> 00:27:25,950
+فجابت قداش 600 يعني الـ 260 ولدوا 600 ألف دولار
+
+313
+00:27:25,950 --> 00:27:29,530
+ليه إيش؟ مبيعات خدوا بالك مبيعات مش أرباح، ماشي؟
+
+314
+00:27:29,530 --> 00:27:36,130
+لأن وضع الشركة إيش معله؟ جيد، وضع الشركة جيد هذه
+
+315
+00:27:36,130 --> 00:27:42,710
+الشركة تمتاز بالكفاءة في العمل هذه الشركة تمتاز
+
+316
+00:27:42,710 --> 00:27:49,550
+بالكفاءة في العملوالاستثمار الجيد للأصول التابعة،
+
+317
+00:27:49,550 --> 00:27:53,990
+كيف اعرف اتفكرت فيها؟ انا عندي أصول تابعة مانتين
+
+318
+00:27:53,990 --> 00:27:58,730
+وستين، اشتغلوا جابوا مبيعات ستمية، إذا لا ممتاز،
+
+319
+00:27:58,730 --> 00:28:04,310
+الوضع تمام، الوضع شماله تمام، لأ الحاجة الوحيدة
+
+320
+00:28:04,310 --> 00:28:07,650
+اللي لها معيارة C ولا الباقية ماهوش معيارة، ماهوش
+
+321
+00:28:07,650 --> 00:28:14,370
+معيار هذه، ماشي؟بنفكر فيها عندنا أصول تابتة 260
+
+322
+00:28:14,370 --> 00:28:21,670
+جداش ولدوا مبيعات؟ 600 يعني انت عطييني 260 شكل و
+
+323
+00:28:21,670 --> 00:28:25,070
+ارجعلكيهم 600 اذا واضح ان الموضوع عشماله و امتازا
+
+324
+00:28:25,070 --> 00:28:28,550
+اذا ان الشركة هان تمتاز بدرجة عالية من الكفاءة دا
+
+325
+00:28:28,550 --> 00:28:32,110
+دايها قدرة على توليد مبيعات هناك استثمار جيد لإيش
+
+326
+00:28:32,110 --> 00:28:38,410
+استثمار جيد في أصولها التابتة ماده
+
+327
+00:28:38,410 --> 00:28:44,240
+لو كانت النسبة سيئةكيف سيئ؟ اعطي تانية وستين أصول
+
+328
+00:28:44,240 --> 00:28:50,020
+تابعة وانا رجعتهم مية لو قسمت مية وستين حتة
+
+329
+00:28:50,020 --> 00:28:55,720
+العلاقة مصغنون على آخر طب عن الوضع سيئ ممتاز، عدم
+
+330
+00:28:55,720 --> 00:28:59,420
+موجود كفاءة في تشغل أصول إيش؟ التابعة عدم موجود
+
+331
+00:28:59,420 --> 00:29:02,840
+كفاءة في تشغل أصول التابعة انشوف ال sheet لو
+
+332
+00:29:02,840 --> 00:29:07,620
+سمحتوا نفسه أنا مختلفة الأرقام تطلع زي بعض
+
+333
+00:29:20,190 --> 00:29:24,690
+بس مش نفس الأرقام مش نفس الأرقام بس الإجابة نفسها
+
+334
+00:29:24,690 --> 00:29:34,310
+ماشي انكمل ايه الوضع؟ نعم ايه السؤال؟ فضلي لما
+
+335
+00:29:34,310 --> 00:29:38,670
+يكون وضع الشركة سيء ففي هذا الحال المؤسسة أو
+
+336
+00:29:38,670 --> 00:29:43,790
+الشركة هتضطر تجيه من أصولهالأ لأ، بدها تعيد النظر
+
+337
+00:29:43,790 --> 00:29:47,070
+في عملية تشغيل الأصول التابعة، يمكن في آلات مش
+
+338
+00:29:47,070 --> 00:29:49,670
+كلها بتشتغل، يعني بكل الخلال عندي في الأصول
+
+339
+00:29:49,670 --> 00:29:52,590
+التابعة، بدي أعيد النظر على سياسة الأصول التابعة،
+
+340
+00:29:52,590 --> 00:29:57,090
+كيف أنا مشغلها، لأ بنبيعش احنا على طول يقعد الأصول
+
+341
+00:29:57,090 --> 00:30:02,850
+التابعة بالبساطة هذي، مش ببساطة ببيعها، نعم؟ بدنا
+
+342
+00:30:02,850 --> 00:30:05,710
+نشوف وين الخلال، الخلال اللي بيقول إن أنا مشتغلش
+
+343
+00:30:05,710 --> 00:30:10,760
+أصلا منيح في المصنع، فيه كسل يعنيكمان واحدة، معدل
+
+344
+00:30:10,760 --> 00:30:16,480
+دوران إجمال الأصول مين يعطينا المثال؟ أسمهان،
+
+345
+00:30:16,480 --> 00:30:24,980
+اعطينا القانون لو سمحت، أسمهان؟ معدل دوران ممتاز
+
+346
+00:30:24,980 --> 00:30:32,700
+شكرا يعني معدل دوران الأصول المبيعات
+
+347
+00:30:32,700 --> 00:30:37,410
+على الأصولمبيعاتنا في السؤال 600 ألف جيبناها من
+
+348
+00:30:37,410 --> 00:30:43,310
+قانة الدخل جداش أصولنا؟ 400 ألف شوف هايو وين
+
+349
+00:30:43,310 --> 00:30:52,670
+أصولك؟ هايو إجمال الأصول جداش؟ 400 ألف بمجرد
+
+350
+00:30:52,670 --> 00:30:56,750
+النظر للألقام نظر سريع وضعها كويس و لا مش كويس؟
+
+351
+00:30:56,750 --> 00:31:07,280
+وضعها زيك أعطتيني 400 ألف؟رجعتهم ستمية لأ الوضع
+
+352
+00:31:07,280 --> 00:31:11,960
+كويس الوضع أشماله كويس لو أتطيني أربعمية و رجعتهم
+
+353
+00:31:11,960 --> 00:31:20,160
+اتنين الوضع سيء واضح؟ وضع الشركة أشماله جيد نعم
+
+354
+00:31:20,160 --> 00:31:29,420
+اه اه اه هي هي انا مش تبحك هنا معدلات الدوران
+
+355
+00:31:29,420 --> 00:31:31,620
+بشتغل على القايمتين اللي هي قايمة الدخل والميزانية
+
+356
+00:31:31,620 --> 00:31:34,280
+العالمية مش على واحدة زي السيولة
+
+357
+00:31:36,880 --> 00:31:40,400
+ارتفاع معدل دوران الإجمال أصول يدل على كفاءة
+
+358
+00:31:40,400 --> 00:31:43,680
+المؤسسة في استخدام أصولها التابعة والمتداولة بشكل
+
+359
+00:31:43,680 --> 00:31:49,280
+أش بشكل جيد انخفاضها يدل على سوق الإدارة لو كان
+
+360
+00:31:49,280 --> 00:31:54,740
+أنتي أعطيتيني 400 وأنا رجعته 200 يدل على سوق أش
+
+361
+00:31:54,740 --> 00:32:00,820
+الإدارة عيدها؟ سهلة هذه ولا صعبة؟ إن شاء الله تكون
+
+362
+00:32:00,820 --> 00:32:07,300
+سهلة كمان واحد في معدلات الدورانمعدل دوام الوصول
+
+363
+00:32:07,300 --> 00:32:16,180
+المتداولة مبيعات
+
+364
+00:32:16,180 --> 00:32:19,140
+على وصول المتداولة أخدت بالك أصل المبيعات بمسحاش
+
+365
+00:32:19,140 --> 00:32:25,820
+أنا حطلها معاك المبيعات
+
+366
+00:32:25,820 --> 00:32:27,960
+ستمية ألف جديش وصول المتداولة؟
+
+367
+00:32:34,750 --> 00:32:41,410
+طبعا في السوق ده ده هي مش محسوبة عشر تلاف زائد
+
+368
+00:32:41,410 --> 00:32:53,510
+تلاتين ألف زائد أربعين زائد ستين مية عشرين؟ على
+
+369
+00:32:53,510 --> 00:32:58,250
+زمككم المقام يعني؟
+
+370
+00:33:04,580 --> 00:33:12,280
+لو طلعت الناد شعطونه صح؟ ايش بقيني؟
+
+371
+00:33:12,280 --> 00:33:24,180
+600-140؟ لأ موجدش رقم مين
+
+372
+00:33:24,180 --> 00:33:29,640
+يشرحلنا؟ ايش معنى ال 600 و ايش يعني ال 140؟ مين
+
+373
+00:33:29,640 --> 00:33:33,560
+يشرح؟ جدش اقتطوني و جدش انا رجعت؟
+
+374
+00:33:37,600 --> 00:33:43,000
+ممتاز ممتاز فقط أصول ما تبتدأ الوضع جيد ايه وفيه
+
+375
+00:33:43,000 --> 00:33:47,460
+كفاء عطيت الناس يشارونك المصاري مية واربعين
+
+376
+00:33:47,460 --> 00:33:53,100
+واجعوها من ست مية لا الوضع كفاء عالي خودي بال مش
+
+377
+00:33:53,100 --> 00:33:57,300
+أربح مبيعات الأرباح اشي تاني مبيعات فقط ماشي خودي
+
+378
+00:33:57,300 --> 00:34:01,620
+بالك مش دايما الوضع جيد مش دايما يعني ممكن تعطلي
+
+379
+00:34:01,620 --> 00:34:06,700
+مية ستينعلى جههم مية لأ الوضع سيء بس في شركة هذا
+
+380
+00:34:06,700 --> 00:34:10,920
+الوضع جيد إدام
+
+381
+00:34:10,920 --> 00:34:14,920
+كفاءة ما المؤسسة تمتاز بكفاءة في تشغيل أصولها
+
+382
+00:34:14,920 --> 00:34:25,560
+المتداولة في نسبتين تركناهم نرجعهم؟ خدي بالك معدل
+
+383
+00:34:25,560 --> 00:34:33,310
+دوران المدينين إله حالة خاصة هذا نفس الأشيالمبيعات
+
+384
+00:34:33,310 --> 00:34:43,890
+على المدينين، ولكن متى يكون لدى الشركة مدينين؟ في
+
+385
+00:34:43,890 --> 00:34:50,390
+حالة إيش؟ البيع الآجل إذا الشركة باعت على الحساب،
+
+386
+00:34:50,390 --> 00:34:54,410
+بيقول فيها مدينين، مابعتش كله cash يعني بعض
+
+387
+00:34:54,410 --> 00:34:59,490
+الأوقات بتدخلي على المحل مكتوب الدين ممنوع، إيش
+
+388
+00:34:59,490 --> 00:35:04,940
+يعني الدين ممنوع؟فيش بيع الحساب، معاكي مصاري اشتي
+
+389
+00:35:04,940 --> 00:35:09,000
+زي ما انت عايزها، ماعاكيش خلاص، إذا لما أنا أكتب
+
+390
+00:35:09,000 --> 00:35:11,800
+الدين ممنوع معناها أنا ماعنديش بيع أجل، يعني أنا
+
+391
+00:35:11,800 --> 00:35:16,340
+ماعنديش مدينين أصلا، understand؟ إذا متى ينشأ ..
+
+392
+00:35:16,340 --> 00:35:21,480
+ينشأ عفوا بند المدينين في القواقم المحاسبية، في
+
+393
+00:35:21,480 --> 00:35:26,980
+حالة واحدة، وجود، بيع أجل، انت كاتبة ممنوع الدين
+
+394
+00:35:26,980 --> 00:35:30,200
+معناها فيش بيع أجل معناها فيش مدينينعشان هيجي
+
+395
+00:35:30,200 --> 00:35:34,960
+القانون اختلف هو نفسه المبيعات عالبسط و لكن الاجل
+
+396
+00:35:34,960 --> 00:35:39,160
+المبيعات الاش؟ الاجل فاقصيم الدمام المدينة اللي هي
+
+397
+00:35:39,160 --> 00:35:43,020
+المدينة واضحة ولا عيدها؟ ده مطالبة السؤال يا دلال
+
+398
+00:35:43,020 --> 00:35:47,460
+متى ينشأ او متى تنشأ المدينيون او المدينين في حالة
+
+399
+00:35:47,460 --> 00:35:53,000
+بيع اجل ممتاز يعني لو انت ماعندك بيع اجل بس بيقول
+
+400
+00:35:53,000 --> 00:35:57,920
+مبيعات المدينينلأ لما يكونش عندك بيعاج مابيكونش
+
+401
+00:35:57,920 --> 00:36:05,680
+أصلا في مدينين بكون كله cash معدل دوران المدينين
+
+402
+00:36:05,680 --> 00:36:08,860
+بتساوي
+
+403
+00:36:08,860 --> 00:36:15,820
+المبيعات .. مبيعات الآجلة على المدينين واضح ولا
+
+404
+00:36:15,820 --> 00:36:16,360
+عيدها؟
+
+405
+00:36:19,270 --> 00:36:23,550
+نفترض في سؤالنا هذا إنه كل المبيعات أجلة نفترض إنه
+
+406
+00:36:23,550 --> 00:36:29,690
+كل مبيعاتنا أجلة أيوة؟ يعني 600 ألف؟ 600 ألف
+
+407
+00:36:29,690 --> 00:36:34,110
+برنامج .. أيوة أول حلّك المدينين أفضل كيف فاش يا
+
+408
+00:36:34,110 --> 00:36:37,770
+جماعة دي فاهم من الداخل؟ مدينة .. مدينة .. مدينة
+
+409
+00:36:37,770 --> 00:36:39,350
+.. مدينة .. مدينة .. مدينة .. مدينة .. مدينة ..
+
+410
+00:36:39,350 --> 00:36:39,470
+مدينة .. مدينة .. مدينة .. مدينة .. مدينة .. مدينة
+
+411
+00:36:39,470 --> 00:36:39,510
+.. مدينة .. مدينة .. مدينة .. مدينة .. مدينة ..
+
+412
+00:36:39,510 --> 00:36:39,570
+مدينة .. مدينة .. مدينة .. مدينة .. مدينة .. مدينة
+
+413
+00:36:39,570 --> 00:36:39,570
+.. مدينة .. مدينة ..
+
+414
+00:36:48,800 --> 00:36:58,680
+واضح؟ الدمم المقصود فيها الدمم المدينة ماشي في
+
+415
+00:36:58,680 --> 00:37:04,640
+عندنا معدل فترة تحصيل .. معدل فترة تحصيل بنشرحه و
+
+416
+00:37:04,640 --> 00:37:11,130
+بنوقف ان شاء الله أعيد تانيإذا الشركة كانت لديها
+
+417
+00:37:11,130 --> 00:37:17,130
+سياسة بيع أجل، يكون هناك لديها مدينة، إن أنت بتاخد
+
+418
+00:37:17,130 --> 00:37:19,730
+الإبضاع و بتروحي و بعدين بتجيب المسارة، طبعا لازم
+
+419
+00:37:19,730 --> 00:37:25,070
+يكون فيه مستندات تتبت الكلام هذا، أما إذا كان
+
+420
+00:37:25,070 --> 00:37:30,410
+مكتوب الدين ممنوع، لا يوجد نبيعات أجلة، معناه لا
+
+421
+00:37:30,410 --> 00:37:35,320
+يوجد إيش، مدينة، يعني الناس بالبناشية يعنيفي حاجة
+
+422
+00:37:35,320 --> 00:37:42,980
+اسمها معدل فترة التحصيل او متوسط فترة التحصيل الان
+
+423
+00:37:42,980 --> 00:37:45,960
+انا عندي دان يعني عندي مالينين يعني عندي مبيعات
+
+424
+00:37:45,960 --> 00:37:51,240
+أشهر طيب إجيتوا أنتوا على المحل تبعى كل طيبة منكوا
+
+425
+00:37:51,240 --> 00:37:56,220
+شرت أكتر من قطعة مادفعتش حاجة أو دفعت جزء و الباقى
+
+426
+00:37:56,220 --> 00:37:58,940
+بعدين البعدين هذا وقت ياشد يكون
+
+427
+00:38:01,720 --> 00:38:05,500
+إذا متوسط فترة بتحصل عدد الأيام .. إذا ناخد دي
+
+428
+00:38:05,500 --> 00:38:09,940
+بالك هذا الزمن مش معدل عدد الأيام أو يمكن كمان
+
+429
+00:38:09,940 --> 00:38:13,540
+الشهور أو يمكن كمان السنوات معناها الوضع صعب عدد
+
+430
+00:38:13,540 --> 00:38:18,540
+الأيام اللتي ينتظرها صاحب المؤسسة حتى يتم سداد
+
+431
+00:38:18,540 --> 00:38:23,620
+أمواله مش أنتوا شاريتوا من عند مية مادفعتوش حجة
+
+432
+00:38:23,620 --> 00:38:27,020
+وين ال share كالي قلتوا مع ناشر يوم؟ ماقلتش
+
+433
+00:38:27,020 --> 00:38:32,810
+هتجيبوه؟ كمان أسبوع ماشيالطالب هتحكي بقرة هجيبلك
+
+434
+00:38:32,810 --> 00:38:36,250
+الشركة الأفضل من كتير من اللي كمان أسبوع ليش؟ لأن
+
+435
+00:38:36,250 --> 00:38:39,790
+دي أموالي أنا، أموال الشركة أنا عند التزامات زي
+
+436
+00:38:39,790 --> 00:38:43,850
+رواتب ومي و كده اللي بدي أسددها إذا كل ما كان فترة
+
+437
+00:38:43,850 --> 00:38:50,390
+تحصيل قصيرة، كل ما كان أفضل و العكس، كمان شهر
+
+438
+00:38:50,390 --> 00:38:53,370
+بنجيبك الشركة لإن الوضع صعب طبعا كل ما زاد المبلغ
+
+439
+00:38:54,500 --> 00:38:58,920
+واضح؟ وطورت المدة في السداد أنا بتعرض للخطر لإنه
+
+440
+00:38:58,920 --> 00:39:03,300
+أنا بايع من ناحية فيه بيع فيه لكن مافيش مصاري ليش
+
+441
+00:39:03,300 --> 00:39:07,880
+و نحن مصاري؟ الناس بتشتري و بتسددش الناس بتجي ع
+
+442
+00:39:07,880 --> 00:39:12,080
+المحل و بتختار اللي هي عايزاه و بتروح بظهر أنا
+
+443
+00:39:12,080 --> 00:39:15,880
+عندي إنه فيه بيع لكن مافيش مصاري في الخزنة لإن
+
+444
+00:39:15,880 --> 00:39:20,040
+الناس مابتدفع cash عشان هيك في مؤسسات ماعندهاش دان
+
+445
+00:39:20,040 --> 00:39:25,140
+أصلا لإنه أصلا تدخل في مدات الدان تتغلبفيش سيولة
+
+446
+00:39:25,140 --> 00:39:31,200
+يعني متوسط فترة التحصيل عبارة عن عدد الأيام التي
+
+447
+00:39:31,200 --> 00:39:38,140
+ينتظرها صاحب المؤسسة في حالة البيع الآجل حتى
+
+448
+00:39:38,140 --> 00:39:43,860
+يستطيع تحصيل أمواله، مش سداد، سداد شي تاني يعني
+
+449
+00:39:43,860 --> 00:39:46,020
+لما انتوا تجيبوا الشيكل حد جزاس الميه، ده اسمه
+
+450
+00:39:46,020 --> 00:39:51,220
+تحصيل حتى يستطيع تحصيل أمواله، كيف بنحسبها؟
+
+451
+00:39:57,380 --> 00:40:04,160
+عبارة عن المدينيون أو المدينين على المبيعات الآجلة
+
+452
+00:40:04,160 --> 00:40:13,100
+دار 360 يوم إذا كيف بنحسب متوسط التحصيل المدينين
+
+453
+00:40:13,100 --> 00:40:19,180
+على المبيعات الآجلة دار 360 يوم كل ما كان الرقم
+
+454
+00:40:19,180 --> 00:40:24,180
+صغنون كل ما كان أفضل ماشي؟ طبعا أنتي لازم تكوني
+
+455
+00:40:24,180 --> 00:40:25,060
+فاهم أيش معنا الرقم
+
+456
+00:40:27,940 --> 00:40:31,420
+كتش عن المبيعات في السؤال هذا ال مدينون كانت؟ 40
+
+457
+00:40:31,420 --> 00:40:38,540
+درهم على فضل مبيعات كلها آجلة؟ 360 نحسبيها لو
+
+458
+00:40:38,540 --> 00:40:42,920
+سمحتي 24 يوم و 9 يوم مافيش حاجة اسمها 9 من 10 يوم
+
+459
+00:40:42,920 --> 00:40:48,360
+24 يعني، على طول قربي 24 يوم يعني 24 يوم مين إشرح
+
+460
+00:40:48,360 --> 00:40:54,180
+أنه إيش معنى 24 يوم؟ 24 يوم يعني يحتاج صاحب
+
+461
+00:40:54,180 --> 00:40:58,340
+المؤسسة لـ 24 يوم حتى يستطيع تحسينماشاء الله
+
+462
+00:40:58,340 --> 00:41:04,680
+ممتازة انت شكرا أزمنتكوا نور؟ أمل أمل؟ ماشي
+
+463
+00:41:04,680 --> 00:41:11,040
+أزمنتكوا أمل؟ إجت عندي على المحل البوتيك تبعي شرج
+
+464
+00:41:11,040 --> 00:41:17,620
+الباب هات المصاري يا نور؟ أمل ماشي يعني هات
+
+465
+00:41:17,620 --> 00:41:22,860
+المصاري أمل بيكون معيش في القرن بدلها كانت معيش
+
+466
+00:41:22,860 --> 00:41:29,590
+صار بيعاجفهتغيب أمل 24 يوم و بعدين تيجي تجيبلي
+
+467
+00:41:29,590 --> 00:41:33,830
+حاجج الباب هذا بنسميه متوسط فترة تحصيل طبعا لو أمل
+
+468
+00:41:33,830 --> 00:41:37,030
+غبطلها يومين و إجا تجيب حاجج الباب أفضل بكتير إلي
+
+469
+00:41:37,030 --> 00:41:41,350
+أنا واضحة ولا عيدها؟ يعني بدها شهر إلا شوية، بدها
+
+470
+00:41:41,350 --> 00:41:45,610
+شهر إلا أسبوع واضحة ولا عيدها؟ واضحة لأن كلما كانت
+
+471
+00:41:45,610 --> 00:41:53,330
+السرعة في تحصيل أموالنا كلما كان ذلك لصالح المؤسسة
+
+472
+00:41:57,340 --> 00:42:01,000
+عيدها؟ كل ما كان لدى الشركة سرعة فى تحصيل أموالها
+
+473
+00:42:01,000 --> 00:42:06,240
+كل ما كان ذلك لصالح إيش المؤسسة فى أي سؤال فى
+
+474
+00:42:06,240 --> 00:42:10,340
+المحاضرة اليوم؟ فى أي سؤال؟ أي سؤال؟ حلو اليوم
+
+475
+00:42:10,340 --> 00:42:12,920
+المحاضرة ان شاء الله دايما يعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/D-eKp2Ord24_raw.json b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/D-eKp2Ord24_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..fc2eb8d98f2020cb044a04feef89f2e73dfde295
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/D-eKp2Ord24_raw.json
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1388.62, "end": 1389.16, "word": " الأرباح", "probability": 0.85595703125}, {"start": 1389.16, "end": 1389.74, "word": " المحتجزة", "probability": 0.99638671875}, {"start": 1389.74, "end": 1390.16, "word": " دائما", "probability": 0.9620768229166666}, {"start": 1390.16, "end": 1390.88, "word": " مصدر", "probability": 0.995849609375}, {"start": 1390.88, "end": 1391.98, "word": " أيضا", "probability": 0.8564453125}, {"start": 1391.98, "end": 1394.28, "word": " المخصصات", "probability": 0.98388671875}, {"start": 1394.28, "end": 1394.7, "word": " عادة", "probability": 0.9622395833333334}, {"start": 1394.7, "end": 1395.22, "word": " بتكون", "probability": 0.960205078125}, {"start": 1395.22, "end": 1395.96, "word": " مصادر", "probability": 0.99072265625}, {"start": 1395.96, "end": 1396.54, "word": " تمويل", "probability": 0.743896484375}, {"start": 1396.54, "end": 1397.4, "word": " في", "probability": 0.724609375}, {"start": 1397.4, "end": 1397.54, "word": " أي", "probability": 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\ No newline at end of file
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/NFyOYVE-P2Y_postprocess.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/NFyOYVE-P2Y_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..e138ce22859574f54467d6f0c2c3920713ecdace
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/NFyOYVE-P2Y_postprocess.srt
@@ -0,0 +1,1752 @@
+1
+00:00:21,140 --> 00:00:23,300
+أعوذ بالله السماء والعالمين من الشيطان الرجيم بسم
+
+2
+00:00:23,300 --> 00:00:26,260
+الله الرحمن الرحيم الحمد لله والصلاة والسلام عن
+
+3
+00:00:26,260 --> 00:00:29,660
+مصطفى لمين سيدنا محمد وعلى آله ومن سار أدبسهم
+
+4
+00:00:29,660 --> 00:00:32,780
+الدين في البداية السلام عليكم ورحمة الله كيف
+
+5
+00:00:32,780 --> 00:00:37,310
+حالكوا؟ كيف أصبحتوا اليوم ان شاء الله بخير؟اليوم
+
+6
+00:00:37,310 --> 00:00:41,190
+ان شاء الله هنحل مع بعض سؤال الشيط اللي هو number
+
+7
+00:00:41,190 --> 00:00:45,150
+one عن تتفاققات النقدية أو قارن تتفاققات النقدية
+
+8
+00:00:45,150 --> 00:00:48,590
+بالاسلوب المباشر، إذا عندنا اسلوبين لتتفاققات
+
+9
+00:00:48,590 --> 00:00:51,950
+النقدية، اسلوب مباشر واسلوب غير مباشر، الاسلوب
+
+10
+00:00:51,950 --> 00:00:54,910
+المباشر اللي هو المطول، زي ما خدتي بالك كان طول
+
+11
+00:00:54,910 --> 00:00:58,750
+شوية، الاسلوب غير المباشر اللي هيبقى مختصر، هنحل
+
+12
+00:00:58,750 --> 00:01:04,310
+مع بعض الشيطمعانا سؤال فيه ميزانية عمومية لسنتين
+
+13
+00:01:04,310 --> 00:01:08,990
+وفيه قائمة إيش؟ قائمة داخل طالب مني أجيب قائمة
+
+14
+00:01:08,990 --> 00:01:13,330
+التدفقات النقدية على أساس الأسلوب المباشر تعالوا
+
+15
+00:01:13,330 --> 00:01:18,350
+شوي شوي نحل السؤال أول حاجة هنقسم الجدول بتاع الحل
+
+16
+00:01:18,350 --> 00:01:28,030
+بشكل هذا هنقول قائمة التدفق النقدي بالأسلوب
+
+17
+00:01:28,030 --> 00:01:28,670
+المباشر
+
+18
+00:01:32,900 --> 00:01:37,600
+هيكون عندنا هذا البيان هنكتر فيه البيانات جزء ايه؟
+
+19
+00:01:37,600 --> 00:01:49,120
+اللي هي الفضوع بعدين ايش؟ كله عندنا
+
+20
+00:01:49,120 --> 00:01:52,660
+قائمة التدفق والنقد المباشر اللي لها تلات أساسيات
+
+21
+00:01:52,660 --> 00:01:57,600
+الأساس الأول واحد
+
+22
+00:01:57,600 --> 00:02:02,560
+التدفق النقدي التشغيلي
+
+23
+00:02:05,450 --> 00:02:08,610
+يعني إيه اللي ويله علاقة بتشغيل إيش؟ المؤسسة
+
+24
+00:02:08,610 --> 00:02:12,310
+هأكتبه باللون الأحمر اللي هو العنوان و بعدين
+
+25
+00:02:12,310 --> 00:02:15,030
+الفروع بألوان أخرى و بعدين الناتج باللون الأحمر
+
+26
+00:02:15,030 --> 00:02:19,090
+لأنه الناتج حبال ماشي معانا في عندنا خريطة كانت
+
+27
+00:02:19,090 --> 00:02:25,170
+لتدفق التشغيل عفوا أول بنت فيها إيش كان؟ أرسمها
+
+28
+00:02:25,170 --> 00:02:32,370
+ولا كده؟ ماشي أول حاجة كان عندنا واحد واحد النقد
+
+29
+00:02:32,370 --> 00:02:34,470
+المقبوض
+
+30
+00:02:35,920 --> 00:02:41,120
+من العملاق يعني المصاري اللى جاى عليا من الزباين
+
+31
+00:02:41,120 --> 00:02:49,740
+عندنا بس اتنين فقط عندنا بس اتنين المبيعات
+
+32
+00:02:49,740 --> 00:02:53,000
+المبيعات
+
+33
+00:02:53,000 --> 00:02:56,440
+مافيش فيها مشاكل بلاقيها فى قائمة الداخل بشيلى رقم
+
+34
+00:02:56,440 --> 00:03:00,780
+بكتبه خلاص المبيعات بعدين المدينون
+
+35
+00:03:03,230 --> 00:03:06,410
+المدينون بنجيبها من الميزانية و مرة موجة و مرة
+
+36
+00:03:06,410 --> 00:03:10,650
+سالب حسب طبيعة وجودها كداش عندنا المبيعات في
+
+37
+00:03:10,650 --> 00:03:14,550
+السؤال؟ في
+
+38
+00:03:14,550 --> 00:03:20,730
+حد يا أخوات بيقول من أين جيبوا الدقم هذا؟ و احنا
+
+39
+00:03:20,730 --> 00:03:24,670
+قامة الدخل طلنا المبيعات و كتبناها المدينون
+
+40
+00:03:24,670 --> 00:03:29,850
+بنلاقيها وين؟ في الميزانية العموميةقداش حاصل طرح
+
+41
+00:03:29,850 --> 00:03:38,530
+المدينون من بعض؟ حاصل طرح فضل 981 981 السؤال هل
+
+42
+00:03:38,530 --> 00:03:42,830
+أكتبها سالب ولا موجب؟ هتختلف من حالة أخرى المدينون
+
+43
+00:03:42,830 --> 00:03:51,310
+أصول سالب ماشي في حالة زيادة الأصول تطرح ماشي في
+
+44
+00:03:51,310 --> 00:03:56,470
+حالة زيادة الأصول يشملها تطرح وفي حالة نقص الأصول
+
+45
+00:03:56,470 --> 00:04:01,030
+تجمعنشوف المدينون إيش كانت و قد إيش صارت، هل زادت
+
+46
+00:04:01,030 --> 00:04:05,290
+ولا قلت؟ طبعا هتقارن السنة القديمة بالسنة الجديدة
+
+47
+00:04:05,290 --> 00:04:09,510
+المدينون
+
+48
+00:04:09,510 --> 00:04:14,950
+في الميزانية العمومية كانت تمان تلاف صارت تسعة
+
+49
+00:04:14,950 --> 00:04:19,050
+تلاف، إذا زادت، زيادته الأصول طلع
+
+50
+00:04:21,950 --> 00:04:25,030
+هذا يعني عرفتي ليش طرحنا المدينون؟ لأنها أصول
+
+51
+00:04:25,030 --> 00:04:30,770
+والأصول في حالة زيادتها يتيم طرحها على أقل انتحار
+
+52
+00:04:30,770 --> 00:04:34,170
+محتاجة سؤال متابع جيد بكل متحفاه ولا ممكن في
+
+53
+00:04:34,170 --> 00:04:37,990
+البرعة مثلا خلطة أصول لحال و أصول لحال حسب المفروض
+
+54
+00:04:37,990 --> 00:04:43,550
+أن أنتي فاهمة هذا و فاهمة هذا بشل
+
+55
+00:04:43,550 --> 00:04:49,990
+هداج الموضوع صعب يعني نطلع النتج؟ خمسين ألف و
+
+56
+00:04:49,990 --> 00:04:51,090
+أتنين و تلتة و أربعين
+
+57
+00:04:53,990 --> 00:04:59,990
+خمسين ألف؟ في حد
+
+58
+00:04:59,990 --> 00:05:03,770
+بيسأل نفسه من أين جابه اللون الأخضر؟ في حد بسأله
+
+59
+00:05:03,770 --> 00:05:07,130
+من أين جابوه؟ مسكنا الببيعات و احنا من مدينون و مش
+
+60
+00:05:07,130 --> 00:05:09,530
+قاعدة دايما نطلعها ممكن نجمعها زي ما حكينا توقيتها
+
+61
+00:05:09,530 --> 00:05:14,990
+زادت أو إيش أو قلت رقم اتنين في التشغيل اللي هم
+
+62
+00:05:14,990 --> 00:05:22,270
+إيش؟ النقد المدفوع الناقد المدفوع واحد،
+
+63
+00:05:22,270 --> 00:05:26,940
+اتنينهدا إيه اللي وعدتاش؟ عدة أشكال نشوف مع بعض
+
+64
+00:05:26,940 --> 00:05:32,060
+النقد المدفوع أول حاجة عندنا زي مبيعات تكلفة
+
+65
+00:05:32,060 --> 00:05:41,480
+المبيعات بضاعة بعدين بضاعة بعدين ده إيه نوع؟
+
+66
+00:05:41,480 --> 00:05:46,420
+نجيب الأرقام تكلفة المبيعات من وين بنجيبها؟ من
+
+67
+00:05:46,420 --> 00:05:48,080
+التاز، كدهش يا سمهن؟
+
+68
+00:05:53,450 --> 00:05:58,210
+خودي بالك عشان هتكلفة دائما بالسالب عشان هتكلفة
+
+69
+00:05:58,210 --> 00:06:03,130
+دائما مش بالسالب نمسك الدائنون كانت ألف .. أحداشر
+
+70
+00:06:03,130 --> 00:06:06,310
+ألف .. كانت أحداشر ألف .. كانت أحداشر ألف .. كانت
+
+71
+00:06:06,310 --> 00:06:07,450
+أحداشر ألف .. كانت أحداشر ألف .. كانت أحداشر ألف
+
+72
+00:06:07,450 --> 00:06:08,010
+.. كانت أحداشر ألف .. كانت أحداشر ألف .. كانت
+
+73
+00:06:08,010 --> 00:06:08,850
+أحداشر ألف .. كانت أحداشر ألف .. كانت أحداشر ألف
+
+74
+00:06:08,850 --> 00:06:09,670
+.. كانت أحداشر ألف .. كانت أحداشر ألف .. كانت
+
+75
+00:06:09,670 --> 00:06:11,130
+أحداشر ألف .. كانت أحداشر ألف .. كانت أحداشر ألف
+
+76
+00:06:11,130 --> 00:06:14,370
+.. كانت أحداشر ألف .. كانت أحداشر ألف .. كانت
+
+77
+00:06:14,370 --> 00:06:18,630
+أحداشر ألف .. كانت أحداشر
+
+78
+00:06:21,800 --> 00:06:30,000
+زادت ولا قلت؟ زادت ماشي البضاعة أصل و الأصل لما
+
+79
+00:06:30,000 --> 00:06:38,420
+زادت بطرح الدائنون حصل
+
+80
+00:06:38,420 --> 00:06:45,840
+الطرح؟ حصل الطرح دائنون
+
+81
+00:06:45,840 --> 00:06:55,210
+خصومالدقنون خصوم الخصوم لما اتقل تترحى الخصوم لما
+
+82
+00:06:55,210 --> 00:07:00,430
+اتقل ايش تترحى اعيد تانى اكتبها ها انها القاعدة
+
+83
+00:07:00,430 --> 00:07:04,750
+بسهلة مش صعبة الخصوم
+
+84
+00:07:04,750 --> 00:07:13,330
+مصادر تمويل يعني انا باخد مصدر معناها اخدته لما
+
+85
+00:07:13,330 --> 00:07:17,570
+دزيد جمع لما اتقل اترحى
+
+86
+00:07:19,980 --> 00:07:25,580
+بس عكس الكلام هذا بتجيب الأصول الأصول لما زيد بقى
+
+87
+00:07:25,580 --> 00:07:30,140
+أطرح لما تقل بأجمع وشرحناها المحاضرة الماضية انطلع
+
+88
+00:07:30,140 --> 00:07:35,820
+النقد المدفوع في
+
+89
+00:07:35,820 --> 00:07:42,520
+حد
+
+90
+00:07:42,520 --> 00:07:45,520
+حاول يطلع النقد عشان ما طلعش بقول كيف طلعوه
+
+91
+00:07:48,950 --> 00:07:52,150
+بالماضي الماضي اشرحنا احنا ان أوراق الدفع هتروح
+
+92
+00:07:52,150 --> 00:08:00,510
+التمويل طب ثبت السؤال؟ لأن فيه قيلنا غلط ماشي في
+
+93
+00:08:00,510 --> 00:08:05,710
+حد في سؤال؟ في حد بيسأل نفسه العملية الحسابية كيف
+
+94
+00:08:05,710 --> 00:08:12,070
+جابت الرقم هذا؟ واضحة ولا عيدها؟ في حد فاهم حاجة؟
+
+95
+00:08:14,790 --> 00:08:24,750
+ماشى تعالى نجيب رقم تلاتة أنا كتبته
+
+96
+00:08:24,750 --> 00:08:29,850
+بال .. بالأحمر غلطه بالأخضر ماشى
+
+97
+00:08:29,850 --> 00:08:39,510
+يعنى هان كان علنا النقد المدفوع كدوش كان الرقم
+
+98
+00:08:39,510 --> 00:08:46,180
+تسعة و تلاتين؟ شو كان يعنى؟نكمل واحد تلاتة
+
+99
+00:08:46,180 --> 00:08:49,280
+المصاريف
+
+100
+00:08:49,280 --> 00:08:55,500
+النقدية أو التشغيلية؟ ايش
+
+101
+00:08:55,500 --> 00:09:03,980
+المصاريف اللي عندنا؟ اول حاجة مصاريف بيع ايش فيه
+
+102
+00:09:03,980 --> 00:09:11,500
+كمان؟ فوائد، ذرائب، دريبة، وجور
+
+103
+00:09:14,020 --> 00:09:20,900
+مصروف مدفوع مقدم بطلعوا خمسة، جدش هدولة؟ بطلعوا
+
+104
+00:09:20,900 --> 00:09:27,500
+خمسة مافيش
+
+105
+00:09:27,500 --> 00:09:32,820
+لنا مصاريف إيدارية؟ ماشي،
+
+106
+00:09:32,820 --> 00:09:37,980
+نجيب الأرقام؟ جدش مصاريف البيع؟ سبعة ألف؟
+
+107
+00:09:43,280 --> 00:09:57,840
+قداش الفائدة؟ من وين بجيب الفائدة؟ الدايبة؟
+
+108
+00:09:57,840 --> 00:10:05,880
+الوجود؟
+
+109
+00:10:05,880 --> 00:10:09,460
+مسلوف مدفون؟
+
+110
+00:10:15,620 --> 00:10:20,880
+الناتش لو سمحتوا في
+
+111
+00:10:20,880 --> 00:10:32,240
+حد
+
+112
+00:10:32,240 --> 00:10:36,640
+بيسأل نفسه من أين جاب الأقام هذه؟
+
+113
+00:10:36,640 --> 00:10:38,960
+في حد بيسأل نفسه من أين جاب الأقام هذا؟
+
+114
+00:10:48,000 --> 00:11:04,040
+هنجيب الآن باللون الأحمر صافي التدفق التشغيلي إيش
+
+115
+00:11:04,040 --> 00:11:10,280
+رأيك؟ اللي بالموجب هينجمع، اللي بالسالب ينقصان
+
+116
+00:11:10,280 --> 00:11:15,260
+هينطرح جزء كله
+
+117
+00:11:18,420 --> 00:11:23,520
+كداش الرقم هيكون؟
+
+118
+00:11:23,520 --> 00:11:30,600
+في حد بيسأل نفسه بما جيب الرقم هدا؟ الخضر طرحنا
+
+119
+00:11:30,600 --> 00:11:36,500
+اللون الأخضر قولنا المقبوض ناقص المدفوع ناقص
+
+120
+00:11:36,500 --> 00:11:40,580
+المصاريف إذا من وين جيبت صاف تدفق التشغيلي اللي هو
+
+121
+00:11:40,580 --> 00:11:46,040
+رقم 1 922 طرحنا نقض المقبوض ناقص المدفوع ناقص
+
+122
+00:11:46,040 --> 00:11:53,070
+المصاريفأعيدها تاني؟ أعيدها تاني؟ في حدا مش فاهم
+
+123
+00:11:53,070 --> 00:12:02,150
+حاجة؟ في حدا مش فاهم حاجة؟ رقم اتنين التدفق
+
+124
+00:12:02,150 --> 00:12:07,070
+الاستثماري وهذا أسهل حاجة التدفق
+
+125
+00:12:07,070 --> 00:12:15,090
+الاستثماري بس نقطين الأصول التابعة والأصول الأخرى
+
+126
+00:12:15,090 --> 00:12:29,360
+ألف معناها أصولحسب السؤال يعني، حسب السؤال نشوف
+
+127
+00:12:29,360 --> 00:12:35,060
+مع بعض الأصول التابعة، زادت، قلت، الله وعلا؟ كداش
+
+128
+00:12:35,060 --> 00:12:36,720
+الأصول التابعة؟
+
+129
+00:12:54,910 --> 00:13:10,650
+أربعين و عشرين هذا أسهل حاجة على فكرة إذا
+
+130
+00:13:10,650 --> 00:13:14,630
+نفسي اتمارى عندنا فقط الأصول و هم نوعين الأصول
+
+131
+00:13:14,630 --> 00:13:19,830
+التابعةبنشوف إن زادت أو قلت لأنها أصول و الأصول
+
+132
+00:13:19,830 --> 00:13:23,730
+إيش الأخرى مش كل الميزانيات فيها أصول أخرى ماجدناش
+
+133
+00:13:23,730 --> 00:13:26,530
+أصول أخرى خلاص يعني مش .. مش هنحلش على العادى بنحل
+
+134
+00:13:26,530 --> 00:13:37,190
+أخر حاجة إنه ليه رقم تلاتة التدفق النقد التمويلي و
+
+135
+00:13:37,190 --> 00:13:43,610
+برضه هذا سهل إيش التدفق النقد التمويلي؟ أول حاجة
+
+136
+00:13:45,080 --> 00:13:49,860
+ضرائب محجوزة بعدين
+
+137
+00:13:49,860 --> 00:13:58,760
+أوراق دفع أرباح موزعة موجود
+
+138
+00:13:58,760 --> 00:14:02,520
+في الميزانية أصلا الكلام هذا؟ لازم جه المكتب
+
+139
+00:14:02,520 --> 00:14:06,000
+أتأكد؟
+
+140
+00:14:06,000 --> 00:14:09,380
+بل حد؟
+
+141
+00:14:15,240 --> 00:14:19,540
+في سؤال بطرح نفسه و أنتوا ما سألتهوش إيش هو؟ درائق
+
+142
+00:14:19,540 --> 00:14:26,840
+المواجهة هي نفس المحجزة؟ لأ لأ الأوراق الدفع يعني
+
+143
+00:14:26,840 --> 00:14:30,640
+إيش محتضنهاش تشغيلها؟ محتضنهاش؟ لأ لأ مافيه درايب
+
+144
+00:14:30,640 --> 00:14:36,760
+محتضنهاش، عادي درايب في عندنا درايب و عندنا درايب
+
+145
+00:14:36,760 --> 00:14:41,420
+هذي بيكون مؤجرة يتارة نفس الوضع ولا الواحد لحال؟
+
+146
+00:14:41,420 --> 00:14:43,340
+طب الواحد لحال طب ليش الدرايب لحالها هي اللي
+
+147
+00:14:43,340 --> 00:14:51,100
+اتكررت معانا؟إيش كل واحد اللي هتفضلي؟ وينها؟ هذي؟
+
+148
+00:14:51,100 --> 00:14:54,760
+إيش يعني مؤجلة؟
+
+149
+00:14:54,760 --> 00:14:59,280
+ماشي إيش يعني؟
+
+150
+00:14:59,280 --> 00:15:03,360
+ماشي إن شاء الله الدريبة اللي هنا في قائمة الدخل
+
+151
+00:15:03,360 --> 00:15:08,560
+معناها دريفة سوف يتم دفعها عشان نكل مصاريف أما
+
+152
+00:15:08,560 --> 00:15:12,900
+الدريبة المحجوزة بنسميها دريبة رقمية وممكن يجي
+
+153
+00:15:12,900 --> 00:15:18,030
+نقول مجمع درايبإيش يعني ضريبة رقمية؟ يعني أصبحت
+
+154
+00:15:18,030 --> 00:15:21,390
+أحد مصادر التمويل عشان إيك حقناها .. حطيناها في
+
+155
+00:15:21,390 --> 00:15:25,130
+تدفق النقد التمويل كيف يعني؟ أنا عليا ضريبة
+
+156
+00:15:25,130 --> 00:15:29,990
+للدولة، بدفعهاش ولا مصاري، بضلهم معايا، إذاً تمويل
+
+157
+00:15:29,990 --> 00:15:35,070
+إذا بدل ما أرفع ضريبة للدولة، قاعدة باخد فيها،
+
+158
+00:15:35,070 --> 00:15:38,930
+بجمعها عندي أنا عشان إيك صارت مصدر إيش؟ تمويل لكن
+
+159
+00:15:38,930 --> 00:15:42,470
+خُدي بالك، كلمة ضريبة لحالة معناها ضريبة ستدفع لكن
+
+160
+00:15:42,470 --> 00:15:46,830
+ضرايب محجوزة معناها متراكمةعشانك تبنينا مصدر إيش
+
+161
+00:15:46,830 --> 00:15:51,450
+تمويل واضحة؟ إن الدريبة اللي أنا بتهرب منها مصدر
+
+162
+00:15:51,450 --> 00:15:57,130
+تمويل الدريبة بس لأ بندفعه أنت اليوم حطيتي في
+
+163
+00:15:57,130 --> 00:16:04,030
+الشنطة أرسلهم الجامعة مادفعتيهمش، بضلهم معاكي مصدر
+
+164
+00:16:04,030 --> 00:16:08,810
+تمويل عشانك تمويل لكن لو أخدتيهم ودفعتيهم على طول،
+
+165
+00:16:08,810 --> 00:16:11,230
+مظهروش في التمويل، هيظهروا الصوم، مصاريف يعني
+
+166
+00:16:12,440 --> 00:16:15,920
+أعيدها إيش الفرق بين الإتنين؟ أعيدهم إذا إن
+
+167
+00:16:15,920 --> 00:16:20,620
+الضريبة المجمعة عبارة عن مصدر تمويل الضريبة فقط
+
+168
+00:16:20,620 --> 00:16:26,820
+مصروفة دفعناها يعني تعالى نجيب الأرقام كم عندك
+
+169
+00:16:26,820 --> 00:16:38,340
+الضريبة المحجوزة؟ 28000 بس هيك أوراق الدفع؟
+
+170
+00:16:41,190 --> 00:16:46,590
+أوراق الدفع خصوم إذا زادت جمع إذا نقطة طرح زادت
+
+171
+00:16:46,590 --> 00:16:52,430
+خلاص خلّا زي معايا أرباح موزعة 125 أرباح موزعة
+
+172
+00:16:52,430 --> 00:17:03,010
+دائما طرح لأنها دفع إطفاء صندع عادي 191 طرح ماشي
+
+173
+00:17:03,010 --> 00:17:05,990
+إطفاء معناه سداد إطفاء سداد المؤجر
+
+174
+00:17:14,010 --> 00:17:19,910
+هذه اتفق سند ايش؟ هم اتنين واحد عادي والتاني شو؟
+
+175
+00:17:19,910 --> 00:17:26,730
+مؤجل اه مش مؤجل كيف
+
+176
+00:17:26,730 --> 00:17:30,610
+هنحسب هذه؟ مهم جدا يا أخي هتنطلع نتاج الحسبة صح و
+
+177
+00:17:30,610 --> 00:17:35,210
+لا هتطلع الحسابة غلط واحد اتنين تلاتة اربع عندك
+
+178
+00:17:35,210 --> 00:17:40,340
+اربع القام بالسالب جمعيهمبطلع رقم اطلع هنا الموجة
+
+179
+00:17:40,340 --> 00:17:44,160
+نيجي
+
+180
+00:17:44,160 --> 00:17:53,780
+ع جنب كيف هنجيب صرف التدفق التمويل حيثاه 82 زائد
+
+181
+00:17:53,780 --> 00:18:03,180
+150 زائد 193 زائد 300 الرقم هذا بالسالب بين قصين
+
+182
+00:18:03,180 --> 00:18:06,000
+ماشي لإن هو أصلا بالسالب
+
+183
+00:18:10,080 --> 00:18:29,140
+ناقص الأوراق ده في الـ1931 ممتاز،
+
+184
+00:18:29,140 --> 00:18:33,930
+أهمش يطلع صح، ماشي أهمش يطلع صحالانصاف التدفق
+
+185
+00:18:33,930 --> 00:18:38,130
+والنقد التمويل يقدش 2260، الآن النقطة الحاسمة
+
+186
+00:18:38,130 --> 00:18:47,110
+زيادة أو نقصة؟ هنكتبها بالأسود، الزيادة أو النقصان
+
+187
+00:18:47,110 --> 00:18:52,550
+في التدفق،
+
+188
+00:18:52,550 --> 00:18:58,610
+من وين هنجيب؟ 2260؟ هي، آه، آه شكرا، شكرا على
+
+189
+00:18:58,610 --> 00:19:02,350
+الملاحظة، مهم الملاحظة على فكرة
+
+190
+00:19:05,510 --> 00:19:09,610
+في ترخيص من
+
+191
+00:19:09,610 --> 00:19:13,370
+أين
+
+192
+00:19:13,370 --> 00:19:17,450
+هنجيب الزيادة أو النقصة في النقد؟ تفضلي النقصة في
+
+193
+00:19:17,450 --> 00:19:25,290
+النقد التشغيلي اللي لونه أحمر التشغيلي 922 بالسالب
+
+194
+00:19:25,290 --> 00:19:30,250
+والاستثماري 1472
+
+195
+00:19:30,990 --> 00:19:34,930
+و التمويل بالموجب إذا صافي .. صافي .. صافي هناخدهم
+
+196
+00:19:34,930 --> 00:19:39,790
+مع بعض من وين هجيب الناتج هذا؟ من الاستثماري
+
+197
+00:19:39,790 --> 00:19:45,010
+التشريلي عفوا أنهيه و الاستثماري و التمويلي جريش
+
+198
+00:19:45,010 --> 00:19:58,930
+بعطينا 104 موجبة أه مستغرب .. مستغرب أكمل
+
+199
+00:19:58,930 --> 00:20:11,200
+طالب أجابة الناتج هذا؟بجد الشاب ماحاولش أصلا طب
+
+200
+00:20:11,200 --> 00:20:14,380
+خد يبقى عليك تدعو كله غلط يعني إيش نسوي سؤال كله
+
+201
+00:20:14,380 --> 00:20:19,580
+الله يسهل عليه سؤال
+
+202
+00:20:19,580 --> 00:20:24,440
+هذا؟ خمستاشر مانت مش عارفة بياخد وقت وجهك الآن
+
+203
+00:20:24,440 --> 00:20:29,840
+النقطة الحاسمة حلنا صح ولا غلط إذا أنت أكل من الحل
+
+204
+00:20:34,810 --> 00:20:42,070
+بعضه في نفس الجدول خودي
+
+205
+00:20:42,070 --> 00:20:50,090
+بالك من النقدية، هنقول النقدية في آخر المدة 2013
+
+206
+00:20:50,090 --> 00:20:55,310
+ناقص النقدية في أول مدة
+
+207
+00:21:02,650 --> 00:21:05,950
+اطلحيها مين بيجيب بالسالب؟ اربعة عشر نقص تقيم
+
+208
+00:21:05,950 --> 00:21:14,070
+اربعة عشر نقص تقيم لأ بدنا بالسالب تطلع
+
+209
+00:21:14,070 --> 00:21:24,630
+بالسالب؟ لازم تجي زيها بالظبط ان
+
+210
+00:21:24,630 --> 00:21:30,590
+طلعت صح ممتاز مش صح الله يعين طب انها اطلحها
+
+211
+00:21:33,410 --> 00:21:39,630
+قداشان؟ ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+212
+00:21:39,630 --> 00:21:42,810
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+213
+00:21:42,810 --> 00:21:43,190
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+214
+00:21:43,190 --> 00:21:44,110
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+215
+00:21:44,110 --> 00:21:44,870
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+216
+00:21:44,870 --> 00:21:47,650
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+217
+00:21:47,650 --> 00:21:54,030
+أتناشر ألف و خمس مائة و أتناشر ألف و خمس مائة و
+
+218
+00:21:54,030 --> 00:21:58,410
+أتناشر ألف
+
+219
+00:21:58,410 --> 00:22:04,880
+و خمس مائة وبدأ النافس الذقم خلاص نفس
+
+220
+00:22:04,880 --> 00:22:08,580
+الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم ..
+
+221
+00:22:08,580 --> 00:22:17,720
+نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم
+
+222
+00:22:17,720 --> 00:22:18,080
+.. نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس
+
+223
+00:22:18,080 --> 00:22:18,160
+الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم ..
+
+224
+00:22:18,160 --> 00:22:18,220
+نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم
+
+225
+00:22:18,220 --> 00:22:18,320
+.. نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس
+
+226
+00:22:18,320 --> 00:22:18,660
+الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم ..
+
+227
+00:22:18,660 --> 00:22:24,680
+نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس الذقم
+
+228
+00:22:24,680 --> 00:22:26,520
+.. نفس الذقم .. نفس الذقم .. نفس الذقم .. نفس
+
+229
+00:22:26,520 --> 00:22:30,700
+الذقم .. نفس الذقم .. نفس الذماشي واضحة يا جماعة؟
+
+230
+00:22:30,700 --> 00:22:35,340
+واضحة ولا عيدها؟ في حد فاهم حاجة في السؤال هذا؟
+
+231
+00:22:35,340 --> 00:22:49,670
+واضح؟ واضح ولا كيف؟نعم يا أنتي صحيح
+
+232
+00:22:49,670 --> 00:22:57,050
+طيب لأ
+
+233
+00:22:57,050 --> 00:23:08,450
+يا أنتي هي مش .. مش بنقصين هي هي لسه
+
+234
+00:23:08,450 --> 00:23:14,480
+في مشكلة؟مش متوحة يعني انت هي يا موجة لأ
+
+235
+00:23:14,480 --> 00:23:21,880
+مش لازم الخصوم و الأصول فاش فيها لازم ان زادت إلها
+
+236
+00:23:21,880 --> 00:23:26,880
+شغل و نزلت إلها شغل لأ
+
+237
+00:23:26,880 --> 00:23:32,780
+الخصوم أو راح دفع الخصوم الخصوم إذا زادت تجمع
+
+238
+00:23:32,780 --> 00:23:36,140
+الخصوم مصادر تمويل زي الضريب المعاجل التوش راح
+
+239
+00:23:36,140 --> 00:23:41,540
+نعملالأصول عكسي انت يفهم الخصوم لأنها أسهل
+
+240
+00:23:41,540 --> 00:23:45,640
+واطرحيها وعكسيها بتجيب الأصول واضح يا انتي؟ شكرا
+
+241
+00:23:45,640 --> 00:23:52,920
+على السؤال في أي سؤال يا جماعة؟ في أي سؤال؟ ناخد
+
+242
+00:23:52,920 --> 00:23:56,720
+حاجة جديدة اليوم احنا شرحنا مع بعض الأسلوب المباشر
+
+243
+00:23:56,720 --> 00:24:01,180
+في قائمة الدافقات النقدية بيضل عندنا الأسلوب غير
+
+244
+00:24:01,180 --> 00:24:06,080
+المباشر indirectماشي الأسلوب غير المباشر سهل مش
+
+245
+00:24:06,080 --> 00:24:11,340
+صعب بس لو سمحت هتتخلق ليه كويس لأ لأ لأ لأ لأ لأ
+
+246
+00:24:11,340 --> 00:24:12,680
+لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ
+
+247
+00:24:12,680 --> 00:24:14,480
+لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ
+
+248
+00:24:14,480 --> 00:24:14,780
+لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ
+
+249
+00:24:14,780 --> 00:24:14,880
+لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ لأ
+
+250
+00:24:14,880 --> 00:24:18,520
+لأ لأ ل
+
+251
+00:24:40,860 --> 00:24:45,320
+في أي حد مش فاهم حاجة يا جماعة؟ في أي طالب مش فاهم
+
+252
+00:24:45,320 --> 00:24:49,420
+حاجة؟
+
+253
+00:24:49,420 --> 00:24:53,760
+لا يعني السؤال طويل مش هنشوفه في الامتحان مثلا مش
+
+254
+00:24:53,760 --> 00:24:57,480
+بالضرورة
+
+255
+00:24:57,480 --> 00:25:02,180
+ممكن
+
+256
+00:25:02,180 --> 00:25:08,490
+نجيب الامتحان سؤال واحد عادة و خلاصتعالوا الأن
+
+257
+00:25:08,490 --> 00:25:19,570
+ناخد مع بعض خريطة الأسلوب غير المباشر خريطة
+
+258
+00:25:19,570 --> 00:25:31,030
+التدفق النقدي غير المباشر برضه تلات أقسم التدفق
+
+259
+00:25:31,030 --> 00:25:32,350
+التشغيلي
+
+260
+00:25:35,120 --> 00:25:41,780
+التدفق الاستثماري التدفق التمويلي التدفق
+
+261
+00:25:41,780 --> 00:25:44,700
+الاستثماري زي ما احنا عارفين اما أصول تابعة أو
+
+262
+00:25:44,700 --> 00:25:51,320
+أصول أخرى التدفق التمويلي اللي هي الدراعي بالمؤجلة
+
+263
+00:25:51,320 --> 00:25:55,480
+إن وجدت أوراق
+
+264
+00:25:55,480 --> 00:26:02,620
+الدفع إن وجدت إطفاء السندات أرباح موزعة
+
+265
+00:26:07,800 --> 00:26:12,360
+لاحظتي أنه التدفق دا استثماري و التمويلي زي ما هو
+
+266
+00:26:12,360 --> 00:26:16,860
+نزلناه زي ما هو في المباشرة اللي توحلنا عليه مافيش
+
+267
+00:26:16,860 --> 00:26:21,960
+مشاكل وين عندنا الحاجة الجديدة؟ في التشغيلي عندنا
+
+268
+00:26:21,960 --> 00:26:25,660
+الحاجة الجديدة في إيش؟ في التشغيلي التشغيلي هم
+
+269
+00:26:25,660 --> 00:26:34,940
+بنقسم قسمين أول حاجة الدخل النقدي وهذا إيه معين؟
+
+270
+00:26:36,450 --> 00:26:44,090
+صافي الربح بعد الضريبة زائد الإهلاك إذا أخدتي بالك
+
+271
+00:26:44,090 --> 00:26:47,370
+في التشغيلي أو في المبارشة ماكانش عندنا صافي الربح
+
+272
+00:26:47,370 --> 00:26:51,470
+بعد الضريبة ولكن عندنا إهلاك لإن التشغيلي أول حاجة
+
+273
+00:26:51,470 --> 00:26:55,430
+هنجيب الدخل النقدي اللي هو المقبوض يعني بعدين
+
+274
+00:26:55,430 --> 00:27:01,270
+المصاريف أو اللي مسمين ليها صافي التغير في رأس
+
+275
+00:27:01,270 --> 00:27:02,670
+المال العامل
+
+276
+00:27:05,230 --> 00:27:12,790
+اللي هم ممروا علينا المدينين بضاعة مصاريف مقدمة
+
+277
+00:27:12,790 --> 00:27:21,850
+أجور دائمين شوفناها قبل هيك هذه ده
+
+278
+00:27:21,850 --> 00:27:29,410
+مرة تانية اه راحوا مع بعض هذا اللي داخل خط الأحمر
+
+279
+00:27:29,410 --> 00:27:36,620
+نفسه التدفق المباشر ماتغيرش زي ما هوماشي أو أصول
+
+280
+00:27:36,620 --> 00:27:40,920
+تابعة أو أصول أخرى تمويلي الخمس بنون التشغيل هو
+
+281
+00:27:40,920 --> 00:27:45,900
+اللي اتغير صار عندنا حاجة اسمها دخل نقدي بنوع ما
+
+282
+00:27:45,900 --> 00:27:49,080
+بنجيبها صار في الربح .. الربح عفوًا بعد الدريبة
+
+283
+00:27:49,080 --> 00:27:52,500
+زاد اللي لك وصار حاجة عندنا صار في التغير في رأس
+
+284
+00:27:52,500 --> 00:27:56,120
+المال العامل اللي هم دقنين و بضاعة و أجور و مصاريف
+
+285
+00:27:56,120 --> 00:27:59,920
+مقدمة شفناها في الاسم المباشر في نفس المكان مين
+
+286
+00:27:59,920 --> 00:28:03,180
+اللي إجا جديد؟ المدينين اللي إجا جديد اللي هو إيش؟
+
+287
+00:28:03,180 --> 00:28:03,760
+المدينين
+
+288
+00:28:06,980 --> 00:28:10,400
+تعالوا ناخد سؤال الكتاب، نحله على الأسلوب المباشر،
+
+289
+00:28:10,400 --> 00:28:18,400
+غير المباشر، عفوا، إيه ده؟ حل سؤال صفحة 287 على
+
+290
+00:28:18,400 --> 00:28:23,020
+الأسلوب المباشر،
+
+291
+00:28:23,020 --> 00:28:27,540
+عفوا، الأسلوب غير المباشر، الأسلوب غير المباشر
+
+292
+00:28:31,330 --> 00:28:35,170
+السؤال المحضر الماضي هو بنحل باسلوبين اسلوب مباشر
+
+293
+00:28:35,170 --> 00:28:39,550
+حلناه لطويل هذا واسلوب مختصر اللي هو اش غير مباشر
+
+294
+00:28:39,550 --> 00:28:46,490
+هبدأ أحل السؤال هذه الخريطة أمامنا نفس
+
+295
+00:28:46,490 --> 00:28:56,370
+القصة جزء كله هنكتبها اسلوب غير مباشر اسلوب الاش
+
+296
+00:28:56,370 --> 00:29:01,010
+غير مباشر واحد التدفق
+
+297
+00:29:02,170 --> 00:29:10,270
+التشغيلي أو صحف التدفق التشغيلي هيكون
+
+298
+00:29:10,270 --> 00:29:17,270
+عندنا واحد هان واحد واحد الدخل
+
+299
+00:29:17,270 --> 00:29:21,530
+النقدي ترتيب
+
+300
+00:29:21,530 --> 00:29:24,850
+الحل بساعد على صحة الإجابة الدخل النقدي من وم
+
+301
+00:29:24,850 --> 00:29:35,040
+نجيبه صحف الربح بعد الدريبةوالاهلاك بنجيبها على
+
+302
+00:29:35,040 --> 00:29:42,280
+الدخل النقدي اللي هو الرقم بروحها
+
+303
+00:29:42,280 --> 00:29:50,840
+رقم اتنين بجيب صافي التغير في رأس المال العامل
+
+304
+00:29:50,840 --> 00:29:55,660
+لازم تكتب كلمة عامل لأن في عندنا رأس مال بس انه
+
+305
+00:29:55,660 --> 00:30:00,340
+اتبهم حاضر يا انتي شكرا
+
+306
+00:30:04,240 --> 00:30:15,500
+في عندنا مدينين، دائنين، بضاعة، وجود، مصاريف مقدمة
+
+307
+00:30:15,500 --> 00:30:19,360
+ان وجدت عندنا إيش؟ خمس بنود
+
+308
+00:30:33,480 --> 00:30:38,580
+هامسح الخريطة طيب تعالوا
+
+309
+00:30:38,580 --> 00:30:42,520
+نبدأ نزل أرقام ملاحقينه ولا أستنى؟
+
+310
+00:31:19,780 --> 00:31:22,720
+خلصته؟ سعر فى الربح بعد الدريبة وين بناجى؟ فى
+
+311
+00:31:22,720 --> 00:31:27,140
+قائمة الدخل ممتاز رقم واحد فى قائمة الدخل جداش عنا
+
+312
+00:31:27,140 --> 00:31:30,760
+.. يا دلال معاك كتاب؟ جداش لو انت سعر فى الربح بعد
+
+313
+00:31:30,760 --> 00:31:35,880
+الدريبة؟ ع قائمة الدخل لو سمحت كلنا نجيب نفس
+
+314
+00:31:35,880 --> 00:31:38,720
+الرقم؟ ستاشر ألف تمانية أربعين
+
+315
+00:31:42,590 --> 00:31:49,070
+لجتيه؟ صافي حاجات داشت كمز الداخل؟ 287 لو سمحت
+
+316
+00:31:49,070 --> 00:31:56,630
+صافي
+
+317
+00:31:56,630 --> 00:32:02,970
+الربح بعد الدريبة عندك رقم اعطانيه لو سمحتصفحة 287
+
+318
+00:32:02,970 --> 00:32:13,010
+لازم
+
+319
+00:32:13,010 --> 00:32:15,730
+يكون موجود كده مش موجود مش معناه الحالة هذه نادرة
+
+320
+00:32:15,730 --> 00:32:21,810
+يعني لأ
+
+321
+00:32:21,810 --> 00:32:28,150
+لو صف الدخل أخدي بقى من كلمة بعد الضغط ماشي
+
+322
+00:32:36,320 --> 00:32:40,860
+كداش بطلع؟ صحف الربح قبل الدريبة ليس هو المستهدف
+
+323
+00:32:40,860 --> 00:32:45,880
+ليس هو إيش؟ المستهدف هو إحنا مين عايزين؟ عايزين
+
+324
+00:32:45,880 --> 00:32:52,020
+صحف الربح بعد الدريبة هو كاتبه صحف الدخل، هو نفسه
+
+325
+00:32:52,020 --> 00:32:57,030
+بعد الدريبةفبش أعرف إن هو نفسه لو طرحتي صافر ربح
+
+326
+00:32:57,030 --> 00:33:03,290
+قبل الدريبة من الدريبة هتجيب الرقم هذا واضح؟ مش
+
+327
+00:33:03,290 --> 00:33:06,090
+بعد كلمة صاف الدخل راح كاتب أرباح موزع أو أرباح
+
+328
+00:33:06,090 --> 00:33:12,850
+محتجزة عندكم في قائمة الدخل؟ إذا هو هذا إذا كيف
+
+329
+00:33:12,850 --> 00:33:18,730
+جاب صاف الدخل؟ طرح صافر ربح أيوة ممتاز صافر ربح
+
+330
+00:33:18,730 --> 00:33:22,390
+قبل الدريبة من الدريبةهو بيعتبر أن الموجودة في
+
+331
+00:33:22,390 --> 00:33:25,810
+المادة هادى دارس محاسبة ومتمكن منها وبيعرف كيف
+
+332
+00:33:25,810 --> 00:33:32,890
+بنجيب نتائج فكتب صحف الدخل ماشي إذا بدك تدوري على
+
+333
+00:33:32,890 --> 00:33:38,890
+بعض الضريبة و تكتبيها عيدها تانى؟ عيدها؟ كداش
+
+334
+00:33:38,890 --> 00:33:41,150
+الاهلاك يا دلال؟ الفين؟
+
+335
+00:33:52,000 --> 00:34:07,200
+واربعمية تسعين تسعين أشوف الكتاب لو سمحت 2490
+
+336
+00:34:07,200 --> 00:34:12,100
+الإهلاك هو الاستهلاك نفس الاشي بس فيه فرق بين
+
+337
+00:34:12,100 --> 00:34:15,320
+الاهلاك ومجمع الاهلاك في عندك اهلاك وفي عندك مجمع
+
+338
+00:34:15,320 --> 00:34:18,640
+اهلاك هو هذا اللي بنفرجه عن بعض
+
+339
+00:34:22,260 --> 00:34:29,620
+في طالب حكت بالسالم ماشي ارجعوا الخريطة الخريطة
+
+340
+00:34:29,620 --> 00:34:34,920
+إيش كان فيها؟ بكثر بالسالم أو هو أصلا السؤال بتضح
+
+341
+00:34:34,920 --> 00:34:38,140
+نفسه و الطالب الحجاب إليها درجتين إن شاء الله ليش
+
+342
+00:34:38,140 --> 00:34:46,700
+في قائمة الدخل حطله لك بالسالم، بين قصين؟
+
+343
+00:34:46,700 --> 00:34:54,500
+ليه في قائمة الدخل؟حبط الإهلاك بالسلم إهلاك مصروف
+
+344
+00:34:54,500 --> 00:34:59,260
+هو الإهلاك فيه عليه خلاف مش هيك ومش هيك هذا البند
+
+345
+00:34:59,260 --> 00:35:02,940
+الوحيد اللي عليه الخلاف حاولي الإجابة على فكرة انت
+
+346
+00:35:02,940 --> 00:35:11,240
+حاولي الإجابة هو أنا بعرف إن الإهلاك مصروف بنقص من
+
+347
+00:35:11,240 --> 00:35:16,240
+إمن ومشروف ماشي بس هو ظهر عندك فقامة الدخل هو يمكن
+
+348
+00:35:16,240 --> 00:35:18,780
+يعني إذا .. إذا كنت تشتغل حظه
+
+349
+00:35:21,550 --> 00:35:25,410
+ماشي في شغلنا هذا اللي ع الصابورة اللي هو التدفق
+
+350
+00:35:25,410 --> 00:35:29,670
+التشغيلي بنحطه بالموجب زي ما أخدنا في الخريطة
+
+351
+00:35:29,670 --> 00:35:33,930
+بنعتبره تدفق نقلي داخل لكن في قائمة الدخل هنحطه
+
+352
+00:35:33,930 --> 00:35:37,630
+بالسالب لإن هو اعتبره مصروف وطرحه ماعيش مع
+
+353
+00:35:37,630 --> 00:35:43,740
+التكاليف إذا ليش هو بالسالب؟لأن المحاسب اتعامل
+
+354
+00:35:43,740 --> 00:35:47,040
+معاه كمصروف وطرحه من إيش؟ من التكاليف زيه وزي
+
+355
+00:35:47,040 --> 00:35:49,560
+التكاليف يعني زيه زي تكاليف المبيعات، مصاريف
+
+356
+00:35:49,560 --> 00:35:52,740
+إدارية وها كده، اتعامل معاه بالشكل هذا لكن هو
+
+357
+00:35:52,740 --> 00:35:55,380
+الاهلاك، لا هو مصروف ولا هو تدفق نقد داخلي، لا هذا
+
+358
+00:35:55,380 --> 00:36:00,200
+ولا هذا، عليه خلاف الاهلاك، واضح؟ طب فسؤالنا هذا
+
+359
+00:36:00,200 --> 00:36:03,780
+اللي عصبه، راح نجمعه ولا راح نطرح؟ راح نجمعه، راح
+
+360
+00:36:03,780 --> 00:36:06,360
+نجمعه، راح نجمعه
+
+361
+00:36:10,750 --> 00:36:13,710
+حاسة في ناس مش فاهمة أنه .. مش واضحة نطلع لهم حدث
+
+362
+00:36:13,710 --> 00:36:19,110
+يعني في
+
+363
+00:36:19,110 --> 00:36:25,130
+التدفق .. لأ في التدفق .. في كل .. في كل الأسئلة
+
+364
+00:36:25,130 --> 00:36:28,070
+نحلها على التدفق و الغير على الأسلوب غير المباشر
+
+365
+00:36:28,070 --> 00:36:33,610
+نحطه اللي هي لك مش هو ظهر في الخريطة تو؟ أه خودي
+
+366
+00:36:33,610 --> 00:36:37,030
+بالك هو بظهرش إلا .. بظهر .. هو ظهر سالي في قائمة
+
+367
+00:36:37,030 --> 00:36:42,050
+الدخل لأنه طرحه كمصروف لكن هو لا هيك ولا هيكعليه
+
+368
+00:36:42,050 --> 00:36:47,750
+كتير من إيش الانتقادات والتعليقات لأنه
+
+369
+00:36:47,750 --> 00:36:53,630
+بنعتبر تدفق داخل إذا بترجع للخريطة إيش كتبنا؟
+
+370
+00:36:53,630 --> 00:37:00,350
+التدفق النقدي أو الدخل النقدي كتبنا الدخل النقدي،
+
+371
+00:37:00,350 --> 00:37:06,510
+دخل يعني داخل اللي هي صحف الأرباح والإهلاك، ماشي؟
+
+372
+00:37:06,510 --> 00:37:10,290
+دايما بالموجة بالإهلاكوماكنتش بقعد أفكر موجة بقول
+
+373
+00:37:10,290 --> 00:37:13,370
+السؤال اللي مايكون عندي إهلاكين و هذا ماتصيرش
+
+374
+00:37:13,370 --> 00:37:17,370
+واضحة و لا عيدها كان في سؤال بطرح نفسه إيش الفرق
+
+375
+00:37:17,370 --> 00:37:20,630
+بين الإهلاك و مجمع الإهلاك زي الضريبة و مجمع
+
+376
+00:37:20,630 --> 00:37:24,530
+الضريبة كيف
+
+377
+00:37:24,530 --> 00:37:30,470
+يعني؟ عندنا إهلاك لسنة واحدة أو لقلة واحدة المجمعة
+
+378
+00:37:30,470 --> 00:37:35,550
+تركم عاد عشانك ما كتبنا المجمعة إحناكتبنا إيش؟ بس
+
+379
+00:37:35,550 --> 00:37:39,490
+الإهلاك إذا الإهلاك اللي باستخدمه في الأسلوب غير
+
+380
+00:37:39,490 --> 00:37:44,070
+المباشر في قائمة التدفق النقدي هو الإهلاك الموجود
+
+381
+00:37:44,070 --> 00:37:49,950
+في قائمة الدخل فقط و دائما بالموجب .. و دائما
+
+382
+00:37:49,950 --> 00:37:56,170
+بالموجب لغاية الرقم هذا واضح ولا نعيد؟ أعيد تاني؟
+
+383
+00:37:56,170 --> 00:38:00,750
+تعالي نروح على رأس المال العامل المدينين .. اه
+
+384
+00:38:00,750 --> 00:38:01,550
+المدينين أصول
+
+385
+00:38:09,200 --> 00:38:17,960
+كداش؟ خمسة؟ ده إيه؟ طبقه
+
+386
+00:38:17,960 --> 00:38:21,500
+من و سمحتي؟
+
+387
+00:38:21,500 --> 00:38:27,600
+بضاعة؟
+
+388
+00:38:27,600 --> 00:38:41,260
+زادت يعني؟ ماشي وجود؟أه الأجود مصايف
+
+389
+00:38:41,260 --> 00:38:50,920
+مقدمة أه
+
+390
+00:38:50,920 --> 00:38:57,480
+النتج لو سمحتي
+
+391
+00:38:57,480 --> 00:39:02,940
+النتج
+
+392
+00:39:05,950 --> 00:39:11,470
+أيوة؟ خمساشر تسعمية؟
+
+393
+00:39:11,470 --> 00:39:16,130
+جدش
+
+394
+00:39:16,130 --> 00:39:24,510
+الدقم في الكتاب نفسه؟ نفس الدقم اللي عندك؟
+
+395
+00:39:24,510 --> 00:39:32,550
+الدفع في وقت تجريلي كيف هنجيبه؟ سهل هدفع بالسهل،
+
+396
+00:39:32,550 --> 00:39:34,710
+بالسهل، بالسهل، بالسهل
+
+397
+00:39:42,110 --> 00:39:47,430
+كيف هنجيب صحفة تدفق التشغيلي؟ هتطرح الخضر من بعض
+
+398
+00:39:47,430 --> 00:39:54,570
+نفسها ده مش ده .. اه الخصوم إذا زادت، تجمع، إذا
+
+399
+00:39:54,570 --> 00:40:01,510
+قلت، تطرح إنتوا اللي جولته زادت، مش أنا؟ الدقنين؟
+
+400
+00:40:01,510 --> 00:40:07,730
+أه، جداش كانت؟ صارت؟ طيب، قلت
+
+401
+00:40:13,210 --> 00:40:20,910
+الدائنين خصوم الخصوم لما تقل بترح في
+
+402
+00:40:20,910 --> 00:40:24,570
+مشكلة
+
+403
+00:40:24,570 --> 00:40:33,770
+تانية الدائنين خصوم إذا قلت تترح كيف هنجيب صفر
+
+404
+00:40:33,770 --> 00:40:38,070
+التدفق التشغيلي هنترح طبعا هذه بالسالم هتطلع
+
+405
+00:40:38,070 --> 00:40:41,830
+احداشر ألف تلاتمين و تلاتين ناقص خمستاشر ألف سبعين
+
+406
+00:40:41,830 --> 00:40:42,050
+واربعين
+
+407
+00:40:48,270 --> 00:40:55,710
+أيوة؟ أربع تالف؟ أربع
+
+408
+00:40:55,710 --> 00:41:01,070
+تالف من وين جابوا الأربع تالف مية وعشرة؟ أربع تالف
+
+409
+00:41:01,070 --> 00:41:07,270
+مية وعشرة من وين جيبناها؟ خمسمية؟
+
+410
+00:41:07,270 --> 00:41:13,490
+الخضر من بعض اطرح الخضر من بعض بعدك يا خوات بيجينا
+
+411
+00:41:13,490 --> 00:41:18,290
+اللي هو رقم اتنينالتدفق الاستثماري شوفنا من وين
+
+412
+00:41:18,290 --> 00:41:27,110
+جيبناه ورقم تلاتة التدفق التمويلي نفس الشرح التدفق
+
+413
+00:41:27,110 --> 00:41:32,190
+الاستثماري بس الأصول التابعة و أصول أخرى فقط تدفق
+
+414
+00:41:32,190 --> 00:41:37,770
+التمويلي اللي هم أوراق الدفع اطفاء السندات الأرباح
+
+415
+00:41:37,770 --> 00:41:41,870
+الموزعة الدراب المؤاجرة شرحناها قبل هيك جداش
+
+416
+00:41:41,870 --> 00:41:46,350
+النتائج هان كانت اعطونا هي لو زمحتواتدفق لست مانا،
+
+417
+00:41:46,350 --> 00:41:51,950
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+418
+00:41:51,950 --> 00:41:53,770
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+419
+00:41:53,770 --> 00:41:54,310
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+420
+00:41:54,310 --> 00:41:55,710
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+421
+00:41:55,710 --> 00:41:59,510
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+422
+00:41:59,510 --> 00:42:01,970
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق لست مانا،
+
+423
+00:42:01,970 --> 00:42:08,810
+جداش كان؟ تدفق لست مانا، جداش كان؟ تدفق
+
+424
+00:42:08,810 --> 00:42:12,830
+لست
+
+425
+00:42:12,830 --> 00:42:20,110
+مانا، جداش كانكداش هيعطيني؟ 1670 شوفناها قبل اللي
+
+426
+00:42:20,110 --> 00:42:23,910
+هي كده رقمها نفس حل الأسلوب المباشر إذا ناخد بالك
+
+427
+00:42:23,910 --> 00:42:27,930
+نفس الناتج لازم يطلع الأسلوب المباشر هو نفس ناتج
+
+428
+00:42:27,930 --> 00:42:36,210
+الأسلوب غير المباشر هنقولها رصيد 2014 و رصيد 2014
+
+429
+00:42:36,210 --> 00:42:40,630
+رصيدة منها النقدية كداش؟
+
+430
+00:42:42,770 --> 00:42:57,810
+2014 كده كانت نقضيتها في الميزانية؟ ممتاز
+
+431
+00:42:59,920 --> 00:43:03,500
+إذا الناتج لازم يطلع نفسه لسلوب مباشر ولا غير
+
+432
+00:43:03,500 --> 00:43:06,980
+مباشر التدفق الاستثماري والتموين اللي نفسهم
+
+433
+00:43:06,980 --> 00:43:10,320
+بتتغيروش حسب الاسلوب الحاجة الوحيدة اللي بتتغير في
+
+434
+00:43:10,320 --> 00:43:13,820
+التدفقات النقدية حسب الاسلوب هل هو مباشر او غير
+
+435
+00:43:13,820 --> 00:43:19,020
+مباشر التدفق النقدي الاش التشغيلي في أي سؤال؟ أي
+
+436
+00:43:19,020 --> 00:43:23,300
+سؤال؟ سؤال ال sheet اللي معاكم حلوه على الاسلوب
+
+437
+00:43:23,300 --> 00:43:27,080
+غير المباشر سؤال ال sheet ان شاء الله حلوه على
+
+438
+00:43:27,080 --> 00:43:28,440
+الاسلوب غير المباشر
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Qlq1vjLOdG0.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Qlq1vjLOdG0.srt
new file mode 100644
index 0000000000000000000000000000000000000000..a3f17c4b45f34f1723509e1361627e7baf2eb5fa
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Qlq1vjLOdG0.srt
@@ -0,0 +1,1839 @@
+1
+00:00:21,140 --> 00:00:23,520
+اعوذ بالله السميع العليم من الشيطان الرجيم بسم 
+
+2
+00:00:23,520 --> 00:00:26,520
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:26,520 --> 00:00:30,740
+المصطفى الأمين سيدنا محمد وعلى آله وصحبه أجمعين
+
+4
+00:00:30,740 --> 00:00:32,820
+ودوره الحسنة ومن ثم في البداية السلام عليكم
+
+5
+00:00:32,820 --> 00:00:36,220
+ورحمة الله وبركاته عليكم السلام كيف حالكم؟ الحمد لله كيف
+
+6
+00:00:36,220 --> 00:00:38,460
+أصبحتم؟ أصبحنا وأصبح الملك لله  إن شاء الله
+
+7
+00:00:38,460 --> 00:00:42,010
+دايماً، الحمد لله نستكمل موضوعنا السابق الاندماج
+
+8
+00:00:42,010 --> 00:00:45,870
+والاستحواذ، تعرفنا في المحاضرة الماضية على ما
+
+9
+00:00:45,870 --> 00:00:49,710
+المقصود بعملية الاندماج من ناحية لغوية، في معاجم 
+
+10
+00:00:49,710 --> 00:00:52,570
+اللغة العربية، وما المقصود بها من ناحية إيش، من 
+
+11
+00:00:52,570 --> 00:00:58,020
+ناحية مالية أو إدارية،تعرفنا مع بعض على شو يعني 
+
+12
+00:00:58,020 --> 00:01:02,560
+شركات قابضة وشركات تابعة، تعرفنا مع بعض على أشكال
+
+13
+00:01:02,560 --> 00:01:07,600
+الاندماج حسب عدة معايير، الاتجاه، الهدف، الهدف و
+
+14
+00:01:07,600 --> 00:01:12,320
+الهدف، حرية الأطراف أو الهدف من ايش الاندماج بعد
+
+15
+00:01:12,320 --> 00:01:16,520
+هيك عرفنا على لما أنا بدي أعرف أن أندمج مع شركة
+
+16
+00:01:16,520 --> 00:01:21,000
+يعني بدي أشتريها، من أين هجيب الأموال؟ إما من الديون
+
+17
+00:01:21,000 --> 00:01:25,100
+وحكينا وقتاش بينفع ووقتاش بينفعش، أو بإيش، إصدار
+
+18
+00:01:25,100 --> 00:01:28,810
+أسهم،تعرفنا على بعض الأمور المرتبطة بالاندماج، 
+
+19
+00:01:28,810 --> 00:01:33,670
+أخذنا مع بعض مثال على خطوات الاندماج اللي هو
+
+20
+00:01:33,670 --> 00:01:36,450
+اندماج البنك الإسلامي الفلسطيني أو شراء البنك 
+
+21
+00:01:36,450 --> 00:01:40,050
+الإسلامي الفلسطيني في العام 2005 لبنك القاهرة عمان 
+
+22
+00:01:40,050 --> 00:01:45,230
+فرع المعاملات الإسلامية،اليوم هناخد مع بعض مثال
+
+23
+00:01:45,230 --> 00:01:51,770
+اللي هو في page 312، إذا هناخد مثال في صفحة 312 
+
+24
+00:01:51,770 --> 00:02:01,150
+نقرأ 
+
+25
+00:02:01,150 --> 00:02:06,610
+المثال مع بعض، فضلي بصوت عالي لو سمحتي، أكرمي؟ 
+
+26
+00:02:15,340 --> 00:02:18,160
+إذا في عندنا شركة اسمها شركة نيازا، هي اسمها عادي
+
+27
+00:02:18,160 --> 00:02:22,160
+هاي الميزانية العمومية بتاعتها زي ما احنا شايفين،
+
+28
+00:02:22,160 --> 00:02:26,700
+أصولها 200 ألف وخصوما، حقوق ملكية أشملها برضه 200
+
+29
+00:02:26,700 --> 00:02:32,500
+ألف، طيب ..لأ وقد حققت ..لأ الميزانية واضحة طبعاً 
+
+30
+00:02:32,500 --> 00:02:36,060
+أخذناها قبل هيك الميزانيات احنا تفضلي، وقد حققت شركة
+
+31
+00:02:36,060 --> 00:02:40,700
+نيازا خسائر قدرها 50 ألف جنيه من السنوات السابقة
+
+32
+00:02:40,700 --> 00:02:45,190
+تستحقها؟بس بحب عنها offer غريب خلال خمس سنوات
+
+33
+00:02:45,190 --> 00:02:51,670
+القادمة، إذا نحن نكتب هذا، شركة نيازا
+
+34
+00:02:51,670 --> 00:02:59,610
+لحظة
+
+35
+00:02:59,610 --> 00:03:05,250
+يعني عند الميزانية العمومية موجودة أمامك، في عندها
+
+36
+00:03:05,250 --> 00:03:09,860
+خسارة، إذن وضعها المالي عندها خسارة بمقدار خمسين ألف
+
+37
+00:03:09,860 --> 00:03:13,820
+دولار، طبعاً انت عارفة، بينقسم معاناها خسارة أو
+
+38
+00:03:13,820 --> 00:03:21,840
+تكاليف، تفضلي شوية
+
+39
+00:03:21,840 --> 00:03:28,600
+أنت، الخسارة بينجم عنها وفر ضريبي لمدة خمس سنوات
+
+40
+00:03:28,600 --> 00:03:34,610
+شرحناها قبل هيك، لما يكون عندي أرباح، بدفع ضريبة، 
+
+41
+00:03:34,610 --> 00:03:39,690
+لما يكون عندي خسارة، بوفر ضريبة، تفضلي، وظهرت شركة 
+
+42
+00:03:39,690 --> 00:03:42,790
+الفؤاد الصناعية في الاستحواذ على بعض أصول شركة
+
+43
+00:03:42,790 --> 00:03:48,190
+نيازة، والأراضي، بما أن شركة نيازة خسرانة، بدأت شركة
+
+44
+00:03:48,190 --> 00:03:52,930
+الفؤاد تفكر كيف تشتري منها عدة أصول، اللي هو
+
+45
+00:03:52,930 --> 00:03:57,410
+الاستحواذ، كيف تمتلك الأصول تبع الشركة الخسرانة،
+
+46
+00:03:57,410 --> 00:04:03,290
+اتفضلي، وهي الأراضي والمباني، بالإضافة
+
+47
+00:04:03,290 --> 00:04:09,090
+إلى الآلات والمعدات، الآلات والمعدات، وقد اتفقت .. 
+
+48
+00:04:09,090 --> 00:04:12,970
+إذا شركة الفؤاد حطت عينها تشتري الأربع شغلات هذه من 
+
+49
+00:04:12,970 --> 00:04:16,790
+مين؟ من شركة نيازة الخسرانة، نفهم السؤال عشان نعرف 
+
+50
+00:04:16,790 --> 00:04:21,350
+نحله صح، شركة الفؤاد حطت عينها على الأربع أصول تابعة
+
+51
+00:04:21,350 --> 00:04:23,870
+هذه اللي هي الأرض والمباني والآلات والمعدات من
+
+52
+00:04:23,870 --> 00:04:31,200
+مين؟ من شركة نيازة الخسرانة، تفضلي، وقد اتفقت شركة
+
+53
+00:04:31,200 --> 00:04:35,340
+الفؤاد مع شركة أخرى، لجهة تقدم لها الآلة ألف
+
+54
+00:04:35,340 --> 00:04:39,600
+والمخزون وحسابات العملاء مقابل ثلاثين ألف جنيه
+
+55
+00:04:39,600 --> 00:04:44,700
+وضربت شركة نيازا مخصولة على مائة وعشرين ألف جنيه 
+
+56
+00:04:44,700 --> 00:04:48,740
+مقابل جميع الأصول، المستحقات على الشركة، شوية، إذا
+
+57
+00:04:48,740 --> 00:04:55,480
+ثلاثين ألف جنيه مقابل مين؟ الآلة ألف والمخزون
+
+58
+00:04:55,480 --> 00:05:00,280
+وحسابات العملاء، والعملاء، إذن شركة الخسرانة اللي
+
+59
+00:05:00,280 --> 00:05:04,440
+هي نيازة تطلب ثلاثين ألف جنيه مقابل شراء الثلاث
+
+60
+00:05:04,440 --> 00:05:13,340
+شغلات هذه أو بيعها، تفضلي، شركة الفؤاد مع ناس
+
+61
+00:05:13,340 --> 00:05:25,180
+ثانين
+
+62
+00:05:25,180 --> 00:05:34,460
+القالة، الفو gym  هاي، قلتين، زائد العملاق اللي قال
+
+63
+00:05:34,460 --> 00:05:42,120
+ألف، والعملاق، والمخزون والمخزون مقابل ثلاثين ألف
+
+64
+00:05:42,120 --> 00:05:53,520
+جنيه زي ما هو كاتب، تفضلي، ماشي 
+
+65
+00:05:53,520 --> 00:06:06,270
+إذا شركة نيازا تطالب،مقابل أن توافق على 
+
+66
+00:06:06,270 --> 00:06:16,730
+البيع 120 ألف، لا إيش هذا ال 120؟ لجميع أصولها 
+
+67
+00:06:16,730 --> 00:06:20,090
+ومستحقاتها، لخصهم
+
+68
+00:06:24,530 --> 00:06:28,610
+طيب .. المطلوب .. هل تقبل عملية الاستحواذ على شركة
+
+69
+00:06:28,610 --> 00:06:32,150
+نيازا مجزية لشركة الفؤاد؟ إيش رأيك؟ وننصح الفؤاد
+
+70
+00:06:32,150 --> 00:06:35,950
+بأنها تتوقع على الله وتشتري أصول .. نيازة .. أيوة
+
+71
+00:06:35,950 --> 00:06:40,290
+.. افترض أن التدفق النقدي المتوقع لشركة نيازة يبلغ
+
+72
+00:06:40,290 --> 00:06:43,350
+15 ألف دولار .. 15 ألف دولار .. 15 ألف دولار .. 15
+
+73
+00:06:43,350 --> 00:06:50,090
+ألف دولار .. 15
+
+74
+00:06:50,090 --> 00:06:53,850
+ألف دولار .. 15 ألف دولار .. 15 ألف دولار .. 15
+
+75
+00:06:53,850 --> 00:06:53,910
+ألف دولار .. 15 ألف دولار .. 15 ألف دولار .. 15
+
+76
+00:06:53,910 --> 00:06:54,030
+ألف دولار .. 15 ألف دولار .. 15 ألف دولار .. 15
+
+77
+00:06:54,030 --> 00:06:56,310
+ألف دولار .. 15 ألف دولار .. 15 ألف دولار يعني السنة 
+
+78
+00:06:56,310 --> 00:06:58,630
+الأولى خمسة عشر ألف الثانية خمسة عشر ألف الثالثة
+
+79
+00:06:58,630 --> 00:07:01,330
+خمسة عشر ألف الرابعة خمسة عشر ألف الخامسة خمسة عشر ألف
+
+80
+00:07:01,330 --> 00:07:10,350
+ماشي، لمدة خمس سنوات، تدفق النقدي بعد خمس سنوات اللي
+
+81
+00:07:10,350 --> 00:07:16,370
+هو جداش، حكينا في السؤال عشر، تلاتة عشر، ثلاثة عشر، تلات
+
+82
+00:07:16,370 --> 00:07:22,130
+عشر جنيه خمس سنوات تالية، هذا أيوة، وعشرة ثلاث جنيه خمس
+
+83
+00:07:22,130 --> 00:07:27,220
+سنوات تالية، هذا ويبلغ معدل الضريبة من نقطة 40%
+
+84
+00:07:27,220 --> 00:07:34,460
+العائد يا أخوات اللي هو الفائدة 11%، نسبة الفائدة 
+
+85
+00:07:34,460 --> 00:07:38,600
+11%، 11% إذا هذه ما فهمتوا السؤال، أشرحها ثاني ولا
+
+86
+00:07:38,600 --> 00:07:43,000
+واضحة؟ أشرحها، إذا عندنا شركة خسرانة اسمها نيازة
+
+87
+00:07:43,000 --> 00:07:48,300
+قررت إنها تبيع أصولها، تتنزلهم وتبيعهم في الأصول 
+
+88
+00:07:48,300 --> 00:07:53,300
+إحدى الشركات الثانية اسمها شركة الفؤاد، حطت عينها في 
+
+89
+00:07:53,300 --> 00:07:57,580
+شركة نيازة على الأرض والمباني، الآلات، والبا، والألة جي
+
+90
+00:07:57,580 --> 00:08:01,060
+نيازة
+
+91
+00:08:01,060 --> 00:08:04,620
+طلبت مقابل إنها توافق على بيع أصولها مائة وعشرين
+
+92
+00:08:04,620 --> 00:08:09,120
+ألف ايش دولار، إذا نيازة الشركة الخسرانة الفاشلة
+
+93
+00:08:09,120 --> 00:08:13,080
+عشان تبيع أصولها جداش بدها مائة وعشرين ألف دولار 
+
+94
+00:08:14,220 --> 00:08:18,140
+التدفق النقدي تبع شركة نيازة لمدة 5 سنوات 15 ألف
+
+95
+00:08:18,140 --> 00:08:25,400
+بعد 5 سنوات 10 ألف، الضريبة 40%، الفائدة 11%، لأن يا
+
+96
+00:08:25,400 --> 00:08:29,020
+أخوات، هل ننصح شركة الفؤاد اللي هي الناجحة تشتري
+
+97
+00:08:29,020 --> 00:08:37,700
+نيازة ولا بلاش؟ فهنا حاجة اسمها صافي القيمة
+
+98
+00:08:37,700 --> 00:08:48,650
+الحالية، بتساوي القيمة الحالية للتدفق الداخل ناقص
+
+99
+00:08:48,650 --> 00:08:55,510
+الخارج، أو التدفق الخارج، إذا 
+
+100
+00:08:55,510 --> 00:09:01,490
+كان صافي القيمة الحالية موجب النتيجة يعني ننصح 
+
+101
+00:09:01,490 --> 00:09:07,530
+بالاندماج، اتوقعوا على الله استحوذوا وإن شاء الله قال
+
+102
+00:09:07,530 --> 00:09:12,170
+سليم، إذا كان سالب لا ننصح بالاندماج أو بالاستحواذ
+
+103
+00:09:13,160 --> 00:09:20,100
+إذا صافي القيمة الحالية طلع موجب ننصحه، إذا بالسالب
+
+104
+00:09:20,100 --> 00:09:24,140
+لأ، إذا لازم نحسب لحتى نشوف هل هيطلع معاه بالموجب ولا
+
+105
+00:09:24,140 --> 00:09:29,400
+بإيش بالسالب، تعالوا 
+
+106
+00:09:29,400 --> 00:09:34,200
+نمسك واحدة واحدة ونقسمها قسمين، هنحسب هذا الخارج
+
+107
+00:09:34,200 --> 00:09:40,360
+الخارج اللي هو المدفوع، يعني، وهنا هحسب القيمة 
+
+108
+00:09:41,600 --> 00:09:47,620
+الحالية للتدفق الداخل، هنحسب
+
+109
+00:09:47,620 --> 00:09:53,200
+عشان نجيب المعادلة، الآن، قيمة الحالية للتدفق ايش 
+
+110
+00:09:53,200 --> 00:10:00,880
+الداخل هروح 
+
+111
+00:10:00,880 --> 00:10:08,540
+عاملة جدول، كاتبة نون، نون اللي هي الزمن، نون اللي هي
+
+112
+00:10:08,540 --> 00:10:09,560
+ايش؟ الزمن
+
+113
+00:10:16,680 --> 00:10:25,380
+تدفق النقد الداخل، معامل، معايا ولا كيف؟ معاك ..
+
+114
+00:10:25,380 --> 00:10:32,940
+معاك يا ميسي، معامل القيمة الحالية، بعدين القيمة 
+
+115
+00:10:32,940 --> 00:10:38,580
+الحالية الداخلية، الحالية للتدفق الداخل 
+
+116
+00:10:42,010 --> 00:10:44,590
+عينها، اللون اللي هي الزمن .. الزمن حكينا يا أخوات
+
+117
+00:10:44,590 --> 00:10:49,570
+من سنة لخمس سنين التدفق زي ما هو لخمسة عشر ألف
+
+118
+00:10:49,570 --> 00:10:58,430
+ماشي؟ من سنة لخمس سنوات التدفق زي ما هو، بعدين ستة
+
+119
+00:10:58,430 --> 00:11:06,090
+و سبعة وثمانية وتسعة وعشرة، حيصير قداش؟ السؤال 
+
+120
+00:11:06,090 --> 00:11:07,630
+ممتاز، عشرة آلاف 
+
+121
+00:11:13,080 --> 00:11:16,180
+طيب، القيمة الحالية لتدفق الداخل يا auntie، ما روحناش للخارج
+
+122
+00:11:16,180 --> 00:11:19,860
+احنا بنحل الأشياء هذه على مرحلتين، أول حاجة 
+
+123
+00:11:19,860 --> 00:11:29,260
+الداخل جداش هنجيب بعدين الخارج هنعملها 
+
+124
+00:11:29,260 --> 00:11:37,210
+ممكن، ممكن هيك صح؟ طريقتنا صح؟ من أول سنة لخمس .. لخمس
+
+125
+00:11:37,210 --> 00:11:39,410
+سنوات زمان، وحاكيلك في السؤال خمسة عشر ألف دولار 
+
+126
+00:11:39,410 --> 00:11:44,990
+بعدين هينزلوا يصيروا عشر، ماشي .. ماشي ولا عيدها؟
+
+127
+00:11:44,990 --> 00:11:49,950
+إذا هنحل .. هنجيب القيمة اللي حالي، عبارة
+
+128
+00:11:49,950 --> 00:11:53,270
+عن تدفق النقد الداخل هذا ناقص الخارج، الخارج، بعدين 
+
+129
+00:11:53,270 --> 00:11:59,010
+بنحسب الداخل حسب ما كتبنا في السؤال إن تدفق النقد
+
+130
+00:11:59,010 --> 00:12:04,350
+الداخل لمدة خمس سنوات متتالية خمسة عشر ألف دولار، إذن
+
+131
+00:12:04,350 --> 00:12:08,050
+هو في السؤال بيحكيلنا عن الداخل قلت من واحد لخمسة 
+
+132
+00:12:08,050 --> 00:12:13,510
+خمسة عشر ألف، تكتبها هنا، بس كمان شوية، طيب في عندنا بعد
+
+133
+00:12:13,510 --> 00:12:18,270
+الخمس سنوات لكمان خمس سنوات عشرة ألف، فروحت حطيت ستة
+
+134
+00:12:18,270 --> 00:12:22,530
+سبعة ألف، نفسي عشرة، هاي إيش هاي؟ عشرة ألف، عيدها
+
+135
+00:12:22,530 --> 00:12:31,030
+الإجمالي، بس الإجمالي مش هذا ولا هذا، هذا الأمر واحد
+
+136
+00:12:31,030 --> 00:12:39,290
+لخمسة، من واحد لخمسة خمسة عشر ألف، لكن تنسوش في عندك 
+
+137
+00:12:39,290 --> 00:12:43,410
+وفر ضريبي، الوفر الضريبي تدفق نقدي ايش؟ داخل 
+
+138
+00:12:43,410 --> 00:12:49,490
+الضريبة هيك لحالها تدفق نقدي خارج، الوفر الضريبي 
+
+139
+00:12:49,490 --> 00:12:55,390
+تدفق نقدي داخل، اذا
+
+140
+00:12:55,390 --> 00:13:01,670
+الضريبة لحالها هيك احنا بندفعها، اذا تدفق نقدي خارج 
+
+141
+00:13:01,670 --> 00:13:06,600
+عشان بندفعها بينما الوفر الضريبي دائما الوفر .. لما
+
+142
+00:13:06,600 --> 00:13:10,520
+تقول والله أنا وفرت الوفر دائما تدفق نقدي ايش؟ داخل
+
+143
+00:13:10,520 --> 00:13:20,100
+كيف هنحسب الوفر الضريبي؟ كيف هنحسب الوفر الضريبي؟
+
+144
+00:13:20,100 --> 00:13:25,420
+نكتب قانون صغير؟ طب و لسه يا أخوات حكينا الوفر
+
+145
+00:13:25,420 --> 00:13:30,380
+دائما خسارة إن الوفر الضريبي يساوي الخسارة ضرب 
+
+146
+00:13:30,380 --> 00:13:31,940
+نسبة الضريبة
+
+147
+00:13:35,200 --> 00:13:38,940
+كداش خسرتنا في السؤال؟ عشرين ألف خمسين ألف ضرب و
+
+148
+00:13:38,940 --> 00:13:46,120
+أربعين مليون ضرب كداش نسبة الضريبة؟ عشرين ألف يعني
+
+149
+00:13:46,120 --> 00:13:52,600
+عشرين ألف عشان
+
+150
+00:13:52,600 --> 00:13:56,820
+المؤسسة خسرتنا كداش هتوفر ضريبيا عشرين ألف ايش
+
+151
+00:13:56,820 --> 00:14:03,080
+عشرين ألف دولار واضح؟ عيدها؟ لأ عيد كده كيف بنحسب 
+
+152
+00:14:03,080 --> 00:14:10,200
+الوفر؟ طبعاً العشرين ألف مش هيكونوا دفعة واحدة،
+
+153
+00:14:10,200 --> 00:14:16,260
+هيكونوا تقسيم خمسة، لأنه حكينا الوفر الضريبي لمدة
+
+154
+00:14:16,260 --> 00:14:23,380
+خمس سنوات في السعودية، أربع تلاف، إذن
+
+155
+00:14:23,380 --> 00:14:30,340
+التدفق الداخل خسران، خمستعشر ألف زاد أربع تلاف
+
+156
+00:14:38,950 --> 00:14:42,210
+إذن من السنة الأولى لخامسة مانتش على طول كتابة 15
+
+157
+00:14:42,210 --> 00:14:46,910
+ألف زي السنة السادسة والسابعة والثامنة لأ في عندنا
+
+158
+00:14:46,910 --> 00:14:51,450
+15 ألف دي هي تدفق النقد الداخل وما أنساش الوفر
+
+159
+00:14:51,450 --> 00:15:00,410
+الضريبي ما أنساش الوفر الضريبي عيدها إذا
+
+160
+00:15:00,410 --> 00:15:04,970
+التدفق النقدي الداخل في هذه الحالة عندنا نوعين
+
+161
+00:15:04,970 --> 00:15:09,650
+اللي هو التدفق الداخل وهذا بيكون معطى السؤال 15000
+
+162
+00:15:09,650 --> 00:15:14,390
+وما أنساش كمان إن الوفر الضريبي أيضاً تدفق نقدي
+
+163
+00:15:14,390 --> 00:15:20,330
+داخل واضح من أين جيبنا ال 19؟ واضح واضحة عيد فدرسه
+
+164
+00:15:20,330 --> 00:15:28,130
+فيهلأ اتفضل أنت اسألي عادي خمس سنوات فقط ماداش
+
+165
+00:15:28,130 --> 00:15:34,130
+عشرة دول خمسة أكمل العمود الثاني ولا أستنى؟ أكمل
+
+166
+00:15:34,130 --> 00:15:40,370
+الآن يا أخوات احنا معانا جدول القيمة الحالية في
+
+167
+00:15:40,370 --> 00:15:46,830
+عندنا هنا في السؤال نسبة الفائدة 11% هروح
+
+168
+00:15:46,830 --> 00:15:49,450
+على الجدول اللي معانا عندنا الجدول يا أخوات صفحتين
+
+169
+00:15:49,450 --> 00:15:51,810
+ماشي
+
+170
+00:15:52,930 --> 00:15:58,430
+لو اتطلعت في الأرقام هتلاقيها مش زي بعض في عندك
+
+171
+00:15:58,430 --> 00:16:09,030
+جدول واحد وجدول اثنين هذا، في حد معاهوش؟
+
+172
+00:16:09,030 --> 00:16:14,830
+اعطيهم لو سمحتي نتطلع الجداول لو سمحتوا عشان نعرف
+
+173
+00:16:14,830 --> 00:16:21,420
+مين ناخد صح عمين أشتغل الجدول في الصفحة الأولى اللي
+
+174
+00:16:21,420 --> 00:16:25,320
+كل الناحية الشمال من الأرقام Zero وكذا Zero وكذا
+
+175
+00:16:25,320 --> 00:16:32,680
+هذه يا أخوات بتكون لسنة واحدة فقط إذا الجدول اللي
+
+176
+00:16:32,680 --> 00:16:35,940
+مكتوب عليه الصفحة رقم واحد أو 11 هسمّه ظهر عندك
+
+177
+00:16:35,940 --> 00:16:42,900
+هذا بيكون لسنة واحدة يعني كل سنة على حدة الصفحة
+
+178
+00:16:42,900 --> 00:16:47,060
+الثانية الصفحة
+
+179
+00:16:47,060 --> 00:16:52,200
+الثانية تراكمية زي معدلك التراكمي بالظبط إذا الصفحة
+
+180
+00:16:52,200 --> 00:16:56,120
+اللي فيها الأرقام كلها صحيحة، واحد كذا، اثنين كذا،
+
+181
+00:16:56,120 --> 00:17:00,280
+ثلاثة كذا، هذا تراكمي، أما الصفحة اللي كل الأرقام
+
+182
+00:17:00,280 --> 00:17:05,240
+فيها صغيرة، zero point كذا، كل سنة بسنتها، إذا
+
+183
+00:17:05,240 --> 00:17:09,060
+كانت عند التدافقات النقدية متساوي لمدة خمس أو ست
+
+184
+00:17:09,060 --> 00:17:14,360
+سنوات، بأشتغل على التراكمي، بغلبش حالي، لأنه نفس
+
+185
+00:17:14,360 --> 00:17:19,200
+النتيجة أما إذا كانت مختلفة كل سنة لحالها لأ بروح
+
+186
+00:17:19,200 --> 00:17:23,280
+على الصغير اللي ببدأ zero point كذا إذا كانت
+
+187
+00:17:23,280 --> 00:17:26,980
+الدفعقات النقدية الداخلية كل سنة مختلفة عن الثانية
+
+188
+00:17:26,980 --> 00:17:31,940
+بروح على الجدول اللي ببدأ zero point كذا لو اطلعت
+
+189
+00:17:31,940 --> 00:17:36,200
+عليه هتلاقي كله zero point كذا أما ده كان متساوي
+
+190
+00:17:36,200 --> 00:17:41,400
+بتروح على الثاني اللي ببدأ بأرقام ايش صحيحة نمسك
+
+191
+00:17:41,400 --> 00:17:48,270
+احنا من واحد لخمسة عندنا من واحد لخمسة؟ قداش سعر
+
+192
+00:17:48,270 --> 00:17:52,450
+الفائدة ده؟ 11%. أسعار الفائدة ده هي اللي ماخدة في
+
+193
+00:17:52,450 --> 00:17:58,950
+المية، فوق، سطر، لحاله هذا، هتروحي عند 11%؟ روحنا
+
+194
+00:17:58,950 --> 00:18:03,650
+عند 11% ولا ماروحناش؟ من واحد لخمسة، خمس سنوات، هل
+
+195
+00:18:03,650 --> 00:18:08,470
+التدفق و النقد الداخل متساوي ولا كل واحد لحال؟ يعني
+
+196
+00:18:08,470 --> 00:18:12,210
+روحت عملت جدول قولت السنة الأولى رقم السنة الثانية
+
+197
+00:18:12,210 --> 00:18:15,570
+رقم ولا كتبتهم في نفس السطر من واحد لخمسة كذا وضلت
+
+198
+00:18:15,570 --> 00:18:20,350
+ساكتة في سؤالنا هذا من واحد لخمسة كتبنا رقم واحد و
+
+199
+00:18:20,350 --> 00:18:23,930
+تسعتاشر ألف إذا بروح مباشرة على الجدول اللي فيه
+
+200
+00:18:23,930 --> 00:18:29,270
+الأرقام الصحيحة ماشي أنا هان بشتغل من السنة الأولى
+
+201
+00:18:29,270 --> 00:18:31,990
+لخمسة نفس الرقم ليش أغلب حالي و أعمل جدول طويل
+
+202
+00:18:31,990 --> 00:18:35,270
+كتبنا من واحد لخمسة نفس السنة تسعتاشر ألف ستاشر
+
+203
+00:18:35,270 --> 00:18:39,620
+ألف ستاشر ألف ستاشر ألف هنروح يا أخوات عند 11%
+
+204
+00:18:39,620 --> 00:18:45,920
+شفتوها؟ سعر الفائدة فوق لحاله، 11% وين الرقم 5؟
+
+205
+00:18:45,920 --> 00:18:48,940
+السنوات
+
+206
+00:18:48,940 --> 00:18:57,080
+ناحيتك اليمين هتروح عند 5 في يمينك وين 11% في سعر
+
+207
+00:18:57,080 --> 00:19:05,160
+الفائدة؟ هي تحديها واضحة؟
+
+208
+00:19:05,160 --> 00:19:10,420
+واضح ولا عيدها؟ عيدها ثاني؟ في حد بيسأل نفسه من وين
+
+209
+00:19:10,420 --> 00:19:17,720
+جاب 3.696؟ في حد بيسأل نفسه؟ بس إذن معدل الفائدة
+
+210
+00:19:17,720 --> 00:19:26,420
+11% عند خمس سنوات روحتي على رقم خمسة؟ 3.696 3.696
+
+211
+00:19:26,420 --> 00:19:34,920
+من وين جابوه؟ هشرح لكم أنا عشان نشوف احنا كيف نختصر
+
+212
+00:19:34,920 --> 00:19:44,820
+الحلقة هي 1,2,3,4,5 من وين جابوا الرقم هذا 3
+
+213
+00:19:44,820 --> 00:19:50,820
+.696 ماشي لو روحتي على الجدول في الصفحة الأولى عند
+
+214
+00:19:50,820 --> 00:19:55,840
+11% السنة الأولى قداش 0.901 اللي احنا سميناه
+
+215
+00:19:55,840 --> 00:20:06,290
+الصغير هذا 0.812 0.731 عند 11% zero point ستة خمسة
+
+216
+00:20:06,290 --> 00:20:12,170
+تسعة zero point خمسة تسعة ثلاثة لو جمعتيهم هيطلعوا
+
+217
+00:20:12,170 --> 00:20:16,270
+هذا قبلها
+
+218
+00:20:16,270 --> 00:20:19,810
+جدول رقم واحد واحد من وين جيبتها دول قبلولا تتماشى
+
+219
+00:20:19,810 --> 00:20:23,970
+ايه لك سنة واحد point تسعة تسعة لأ هذه ال zero
+
+220
+00:20:23,970 --> 00:20:28,150
+أنتِ السنة ال zero اللي هي سنة التأسيس مرة ثانية
+
+221
+00:20:28,150 --> 00:20:32,630
+اعيد ثانية اشرح الجدول على يدك اليمين واحد اثنين
+
+222
+00:20:32,630 --> 00:20:39,100
+ثلاثة اللي هي السنوات، ماشي، فوق في عندك بشكل أفقي،
+
+223
+00:20:39,100 --> 00:20:42,100
+في أرقام لحالها بعيدة شوية عن الجدول، اللي هي سعر
+
+224
+00:20:42,100 --> 00:20:45,840
+الفائدة أو العائد، نفس الشيء أو الخصم، نفس كلّنا،
+
+225
+00:20:45,840 --> 00:20:48,780
+بعد هيك الأرقام، إذا كانت الأرقام بتبدأ ب zero
+
+226
+00:20:48,780 --> 00:20:53,120
+كذا، لو اطلعت على الجدول هذا، هتلاقي كله zero كذا،
+
+227
+00:20:53,120 --> 00:20:58,890
+هذا معناه جدول فردي، ايش يعني فردي؟ لسنة واحدة إذا
+
+228
+00:20:58,890 --> 00:21:03,030
+السنة الأولى عند سعر الفئة ده 11% قداش الرقم
+
+229
+00:21:03,030 --> 00:21:09,170
+الصغير هيكون 0.7 السنة الثانية 0.812 الثالثة
+
+230
+00:21:09,170 --> 00:21:14,130
+الرابعة الخامسة لو جمعتي هدولة الخمسة هتلاقي الرقم
+
+231
+00:21:14,130 --> 00:21:21,990
+هذا جمعتيه ولا لسه؟ بتطلع هذا وقتاش أنا بأستخدم كل
+
+232
+00:21:21,990 --> 00:21:25,190
+واحد لحاله اللي صغير لما تكون كل سنة إليها تدفق
+
+233
+00:21:25,190 --> 00:21:29,610
+نقدي مختلف عن اللي بعده، ماشي؟ إذا كانت التدفقات
+
+234
+00:21:29,610 --> 00:21:34,090
+النقدية للسنوات مختلفة، بأستخدم كل سنة لحالها،
+
+235
+00:21:34,090 --> 00:21:38,830
+بنعزلها يعني أما ده كان تدفق النقدي متزاوي، زي
+
+236
+00:21:38,830 --> 00:21:42,610
+سؤالنا هذا، هنقعد خمس سنين كل سنة ندخل تسعتاشر ألف
+
+237
+00:21:42,610 --> 00:21:45,870
+دولار على حالنا، ليش أغلب حالي و أعمل جدول طويل و
+
+238
+00:21:45,870 --> 00:21:49,660
+خمس سنوات تسعتاشر ألف؟ طب أنا ممكن أختصرها كيف
+
+239
+00:21:49,660 --> 00:21:54,640
+بنختصرها؟ بنروح على الجدول الإجمالي، هذا، الكبير،
+
+240
+00:21:54,640 --> 00:21:58,340
+اللي فيه الأرقام صحيحة، مافيه zero إذا كانت
+
+241
+00:21:58,340 --> 00:22:01,960
+الدفقات النقدية متساوية لعدد سنوات متتالية،
+
+242
+00:22:01,960 --> 00:22:04,520
+بنستخدم الجدول الكبير، اللي فيه الأرقام شمالها
+
+243
+00:22:04,520 --> 00:22:07,740
+الكبيرة، عما ده كانت السنوات مختلفة، لأ، كل واحد
+
+244
+00:22:07,740 --> 00:22:13,920
+لحاله روحنا عند السنة الخامسة، في الجدول الكبير،
+
+245
+00:22:13,920 --> 00:22:18,580
+حطينا اصبعنا عند 11% وطلعنا الرقم طلع point 396
+
+246
+00:22:20,770 --> 00:22:25,010
+أفضل نسي يعطينا الجدول الكبير لكن ما اعطينا الصغير
+
+247
+00:22:25,010 --> 00:22:28,030
+بنجمعه
+
+248
+00:22:28,030 --> 00:22:34,570
+بنجمعه خلاص ماشي نطلع الناتج لو سمحتوا تسعتاشر ألف
+
+249
+00:22:34,570 --> 00:22:39,910
+ضرب تسعتاشر
+
+250
+00:22:39,910 --> 00:22:47,770
+ألف ضرب ثلاثة point ستة تسعة كشباطيني أربعة
+
+251
+00:22:47,770 --> 00:22:49,810
+وأربعين ولا أربعة وعشرين أربعة وعشرين ماشي كده
+
+252
+00:22:59,140 --> 00:23:02,840
+شوفِ، عيد هذه .. خدوش واشف الحوادث هذه واضحة ولا
+
+253
+00:23:02,840 --> 00:23:07,620
+عيدها ثاني؟ في حد بيسأل نفسه بيجيب رقم؟ في حد
+
+254
+00:23:07,620 --> 00:23:12,640
+بيسأل نفسه بماشي جانين بيساوي؟ الآن هذه أمامك
+
+255
+00:23:12,640 --> 00:23:19,590
+حالتين طريقتين للحل إما تقولي من 6 ل 10 وتحط
+
+256
+00:23:19,590 --> 00:23:22,970
+العشرة تلاف والرقم الكبير وخلاص أو زي ما احنا
+
+257
+00:23:22,970 --> 00:23:27,070
+عاملينه، للاثنين صح احنا فرجناهم عشان أنتِ تشوفي كيف
+
+258
+00:23:27,070 --> 00:23:32,590
+يعني إذا كانت تدفق النقد متساوي لعدد سنوات متتالية
+
+259
+00:23:32,590 --> 00:23:35,130
+بأستخدم الجدول اللي فيه الأرقام الكبيرة، بأريح حالي
+
+260
+00:23:35,130 --> 00:23:38,790
+أما ده كانت تدفق النقد مختلف كل سنة لحالها إنه
+
+261
+00:23:38,790 --> 00:23:42,710
+مظبطش أجمع و أعمل زي هيك تعالوا نعتبر حالنا احنا
+
+262
+00:23:42,710 --> 00:23:45,690
+نتهيأ إنه هذا مختلف وبنكتب هنا الأرقام كل واحد
+
+263
+00:23:45,690 --> 00:23:53,870
+لحاله السنة السادسة في سعر الفائدة 11% كم كان؟ 535
+
+264
+00:23:53,870 --> 00:23:59,370
+0.535 لازم تقولي 0 وإلا أنا شكيت إنكم حاطينا غلط
+
+265
+00:23:59,370 --> 00:24:09,130
+يعني 0.535 أيوة 0.535 مين يعملنا السنة السابعة؟ 0
+
+266
+00:24:09,130 --> 00:24:13,930
+.482 أنا حكيت أمامنا طريقتين واثنتين صح بس احنا
+
+267
+00:24:13,930 --> 00:24:16,750
+هنشوف مع بعض كيف لو إنّها يعني نتهيأ إنّها مختلفة
+
+268
+00:24:16,750 --> 00:24:23,270
+عشان نشوف ايش بنسوي من
+
+269
+00:24:23,270 --> 00:24:32,510
+عمل سبعة تفضلي 0.482 من عملنا 8 أسماء البرعي
+
+270
+00:24:35,300 --> 00:24:40,680
+في حد بيسأل نفسه من وين بيجيبه الأرقام هذه جاعدين؟
+
+271
+00:24:40,680 --> 00:24:44,200
+سنة
+
+272
+00:24:44,200 --> 00:24:51,180
+تسعة وصلنا لسنة تسعة يا عزيزي ممتاز خد بالك سعر
+
+273
+00:24:51,180 --> 00:24:54,500
+الفائدة أو العائد متغير يعني السؤال 11% سؤال ثاني
+
+274
+00:24:54,500 --> 00:25:01,580
+ثمانية تفضلي سفر point ثلاثة خمسة اثنان طبعاً الناتج
+
+275
+00:25:01,580 --> 00:25:06,940
+ضرب يا جماعة، هذا ضرب، هذا مضروب في هذا نطلع
+
+276
+00:25:06,940 --> 00:25:11,000
+النتيجة في
+
+277
+00:25:11,000 --> 00:25:17,580
+التراكمية، في التراكمية، ممتاز، في حد عنده مشكلة في
+
+278
+00:25:17,580 --> 00:25:19,800
+الجداول؟ في حد عنده مشكلة؟
+
+279
+00:25:24,500 --> 00:25:29,940
+طلعوا لنا الناتج سهل طبعاً الحسبة سهلة هان عشرين و
+
+280
+00:25:29,940 --> 00:25:33,520
+عشر ثلاثة والثاني أربعة ثلاثة وثمانية وعشرين اللي 
+
+281
+00:25:33,520 --> 00:25:37,840
+بس بتكتبوا بهم سهلين إيه أنت مش محتاجين ولا بدهم
+
+282
+00:25:37,840 --> 00:25:41,920
+آه لأ في حد بيسأل نفسه من وين جابوا الناس الزرق
+
+283
+00:25:41,920 --> 00:25:50,040
+هدول ضربنا تدفق النقد الداخل في معامل قيمة الحالية
+
+284
+00:25:54,760 --> 00:25:57,540
+في حد بيسأل نفسه من أين جاب الزوج؟ ضربنا تدفق نقل
+
+285
+00:25:57,540 --> 00:26:00,080
+الداخل في المعامل في حد بيسأل نفسه من أين جاب
+
+286
+00:26:00,080 --> 00:26:06,580
+المعامل؟ من الجدول اللي معاك الآن اجمعي بشكل رأسي
+
+287
+00:26:06,580 --> 00:26:10,040
+هدول
+
+288
+00:26:10,040 --> 00:26:18,860
+هيَطلع عندنا رقم كبير شوية بلاش
+
+289
+00:26:18,860 --> 00:26:19,540
+نكتبه بالأحمر
+
+290
+00:26:23,870 --> 00:26:33,430
+آه يا أنت قداش؟ 92164 صح
+
+291
+00:26:33,430 --> 00:26:41,930
+هاخدوا الرقم هذا اكتبوه هنا 921944 لا 92 يا أنت مش
+
+292
+00:26:41,930 --> 00:26:46,130
+92 لا 92
+
+293
+00:26:49,500 --> 00:26:53,080
+مش احنا كتبنا معادلة قبل صف القيمة الحالية، هذه
+
+294
+00:26:53,080 --> 00:26:56,140
+اللي بلون أحمر، هي إني جبت القيمة الحالية الداخل
+
+295
+00:26:56,140 --> 00:27:01,860
+أنا، كتبتها فوق، هنجيب الخارج، إحنا حاكينا الحل هم
+
+296
+00:27:01,860 --> 00:27:04,440
+بيكونوا على مرحلتين، الداخل لحال والخارج لحال،
+
+297
+00:27:04,440 --> 00:27:08,860
+أخذت
+
+298
+00:27:08,860 --> 00:27:11,760
+بالك لو مديت رقم، رجعته للمعادلة الأصلية
+
+299
+00:27:18,920 --> 00:27:26,820
+الآن هنجيب مع بعض اللي هو اتنين التدفق
+
+300
+00:27:26,820 --> 00:27:33,760
+النقدي الخارج التدفق النقدي الخارج
+
+301
+00:27:55,690 --> 00:28:04,590
+أكمل؟ في حد لسه بيكتب؟ في حد لسه بيكتب؟ أكمل؟ كيف
+
+302
+00:28:04,590 --> 00:28:11,090
+هنجيب تدفق النقد الخارج عبارة عن يساوي؟ طبعاً هذا
+
+303
+00:28:11,090 --> 00:28:18,390
+اللي هو الدفع لما شركة الفؤاد تروح تستحوذ على شركة 
+
+304
+00:28:18,390 --> 00:28:24,330
+نيازة قداش هتدفع حسب صياغة السؤال هناك نطالب مقابل
+
+305
+00:28:24,330 --> 00:28:32,090
+أن توافق على البيع مائة وعشرين ألف مائة
+
+306
+00:28:32,090 --> 00:28:35,930
+وعشرين إيش؟ مائة وعشرين ألف بس خدي بالك تركز
+
+307
+00:28:35,930 --> 00:28:39,750
+معايا لنرجع لصياغة السؤال نفسه عشان نشوف كيف نعرف
+
+308
+00:28:39,750 --> 00:28:46,530
+لحالنا وين الـ 120 ألف في السؤال؟ لجتيها؟
+
+309
+00:28:46,530 --> 00:28:52,220
+حطي خط أحمر تحت مقابل التصوير 120 ألف آخر سطر في
+
+310
+00:28:52,220 --> 00:28:56,620
+الفقرة لبعد الميزانية، 120 ألف جنيه مقابل جميع
+
+311
+00:28:56,620 --> 00:29:00,840
+الأصول، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى،
+
+312
+00:29:00,840 --> 00:29:01,060
+مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى،
+
+313
+00:29:01,060 --> 00:29:01,160
+مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى،
+
+314
+00:29:01,160 --> 00:29:01,260
+مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى، مصطحى،
+
+315
+00:29:01,260 --> 00:29:06,600
+مصطحى، مصطحى، مصطحى،
+
+316
+00:29:06,600 --> 00:29:13,760
+مصطحى،
+
+317
+00:29:14,050 --> 00:29:20,570
+إذا الـ 120 هذه 120 ألف لو جلنا شركة الفؤاد بدها
+
+318
+00:29:20,570 --> 00:29:23,750
+تشتري كل أصول نيازة باخدها وبكتبها خارج وبضالة
+
+319
+00:29:23,750 --> 00:29:27,930
+في السكتر لكن هو ماجليش هيك جلي إن شركة الفؤاد
+
+320
+00:29:27,930 --> 00:29:31,930
+بدها تشتري شوية حاجات من نيازة إيش الحاجات هذه حسب
+
+321
+00:29:31,930 --> 00:29:36,030
+السؤال اللي هي الأرض والمباني والآلة والآلة؟ رح
+
+322
+00:29:36,030 --> 00:29:44,020
+نترحل ممتاز ناقص 30 ألف الـ120 ألف لكل أصول، بس
+
+323
+00:29:44,020 --> 00:29:47,580
+إحنا الفؤاد، أنا وياكوا بدناش نشتري كل الأصول،
+
+324
+00:29:47,580 --> 00:29:50,600
+الأرض وكذا وكذا، فبنكتب 120 ناقص، الحاجات اللي
+
+325
+00:29:50,600 --> 00:29:56,020
+إحنا بدنا نشتريها ليه مين؟ لأ، بدنا رقم، مش ممكنش
+
+326
+00:29:56,020 --> 00:30:00,880
+أقول 120 ناقص الآلة،
+
+327
+00:30:00,880 --> 00:30:05,390
+الـ 10 ألف كأننا استخدمناها في السؤال إحنا، طيب مش
+
+328
+00:30:05,390 --> 00:30:09,190
+أنا أنتوا يعني
+
+329
+00:30:09,190 --> 00:30:13,970
+هو بدوش الـ 10 ألف لأ هو بدوش الـ 10 ألف بدوش الـ 10 ألف
+
+330
+00:30:13,970 --> 00:30:22,810
+هو طيب قداش رقم؟ يا جماعة العشرة تلاف تدفق نقدي
+
+331
+00:30:22,810 --> 00:30:25,990
+داخل ماحنا استخدامها أنتوا وين؟ لأ يا أنت في
+
+332
+00:30:25,990 --> 00:30:29,410
+الفقرة وين الفقرة؟
+
+333
+00:30:31,510 --> 00:30:38,090
+وين الفقرة؟ في السؤال مش في الميزانية التفاقات
+
+334
+00:30:38,090 --> 00:30:43,250
+شرق .. الحين الفؤاد بدها تشتري نيازة لكن مش كل
+
+335
+00:30:43,250 --> 00:30:47,130
+أصولها مرة ثانية لو كل الأصول بنحط مية وعشرين
+
+336
+00:30:47,130 --> 00:30:52,550
+بنضلنا ماشيين بس مش كلها نيازة هتقول هاي مية و
+
+337
+00:30:52,550 --> 00:30:59,290
+عشرين اللي هو كل الأصول ناقص اللي هي بدها تشتريها
+
+338
+00:30:59,290 --> 00:31:05,050
+اللي هم ..الآلة ألف والمخزون والعملة شفتيهم في
+
+339
+00:31:05,050 --> 00:31:09,770
+الفقرة مش في الميزانية الميزانية إيش ثاني قداش
+
+340
+00:31:09,770 --> 00:31:16,250
+الرقم مش الحين الفؤاد الآن أنا الفؤاد وانتوا نيازة
+
+341
+00:31:16,250 --> 00:31:20,230
+والأخوات اللي قاعدين هنا شركة أخرى أنا بدي أشتري
+
+342
+00:31:20,230 --> 00:31:24,210
+منكم بس عدة حاجات اللي هي الأرض والمباني والآلة
+
+343
+00:31:24,210 --> 00:31:28,010
+والآلة جمتوا وانتوا نيازة حكيتوا إحنا مالناش
+
+344
+00:31:28,010 --> 00:31:33,810
+دعوة هي الأصول كلها شليها وأنت حرة بعدين إجيت أنا
+
+345
+00:31:33,810 --> 00:31:39,070
+عقدتكوا 120 لك كافة الأصول بس أنا بتشكل أصول فشوفت
+
+346
+00:31:39,070 --> 00:31:41,710
+ناس ثانيين اللي هم الأخوات اللي هنا قلتلهم إيش
+
+347
+00:31:41,710 --> 00:31:45,730
+رأيكوا تاخدوا الآلة بـ .. الآلة ألف والمخزون و
+
+348
+00:31:45,730 --> 00:31:53,450
+العملة مقابل 30 ألف واضح؟ إذا أنا حاططكوا 120؟ لأ
+
+349
+00:31:54,320 --> 00:32:01,840
+لو سمحتي ماشي أنا هدفع 120، هسترجع منهم 30، الـ 120
+
+350
+00:32:01,840 --> 00:32:05,510
+لكل الأصول وحيجوا الأخوات اللي هنا يشتروا مني اللي
+
+351
+00:32:05,510 --> 00:32:09,930
+بديش أنا إياه اللي هو المخزون والعملة والآلة ألف
+
+352
+00:32:09,930 --> 00:32:14,130
+اللي هو إيش، إذا الـ120 ناقص مش زائد، ناقص ثلاثين
+
+353
+00:32:14,130 --> 00:32:17,990
+لو ماكنش فيه آلة .. آلة يعني أخدنا كل إيش، هناخد
+
+354
+00:32:17,990 --> 00:32:22,030
+120 ماحنا حاكينا لو قال لو قامت شركة الفؤاد بشراء
+
+355
+00:32:22,030 --> 00:32:26,230
+جميع أصولنا يا زي كام زمان خلصنا الحل كان قولنا
+
+356
+00:32:26,230 --> 00:32:30,560
+120 وخلاص إذن هم هقولوا إحنا مالناش دعوة وبدك الآلات
+
+357
+00:32:30,560 --> 00:32:34,740
+وبدك الأراضي شيليه كله وبعدين بيع مزاجك إنتي إذا
+
+358
+00:32:34,740 --> 00:32:38,880
+إجيت أنا شرت منكوا إنتوا نيازة وأنا الفؤاد بـ 120
+
+359
+00:32:38,880 --> 00:32:43,140
+ألف دولار كل أصولكوا بس أنا بديش إياه كلها بدي
+
+360
+00:32:43,140 --> 00:32:47,320
+شوية حاجات فرحت التفاكت مع ناس ثانيين طرف ثالث اللي
+
+361
+00:32:47,320 --> 00:32:50,100
+هي الشركة الأخرى الأخوات اللي هنا إني أنا أبيعهم
+
+362
+00:32:50,100 --> 00:32:52,460
+الشغلات اللي أنا بديش إياها اللي هي المخزون و
+
+363
+00:32:52,460 --> 00:32:56,230
+العملة والآلة ألف ثلاثين ألف دولار إذا الـ 120
+
+364
+00:32:56,230 --> 00:33:03,750
+حنطرح منهم 30 ماشي لأ ضايق فعلاً يا أخوات دائماً
+
+365
+00:33:03,750 --> 00:33:13,290
+النقدية ما تبيعهـا هذا
+
+366
+00:33:13,290 --> 00:33:21,870
+النقدية الـ Cash أنا بفترض مثل تاريخ بتطلع نفس الشي
+
+367
+00:33:21,870 --> 00:33:24,930
+لو بعملنا .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+368
+00:33:24,930 --> 00:33:30,590
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+369
+00:33:30,590 --> 00:33:30,610
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+370
+00:33:30,610 --> 00:33:31,350
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+371
+00:33:31,350 --> 00:33:32,250
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+372
+00:33:32,250 --> 00:33:32,570
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+373
+00:33:32,570 --> 00:33:32,770
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+374
+00:33:32,770 --> 00:33:35,390
+مثل .. مثل .. مثل .. مثل .. مثل .. مثل .. مثل ..
+
+375
+00:33:35,390 --> 00:33:44,010
+مثل .. مثل .. مثل ..
+
+376
+00:33:44,010 --> 00:33:49,430
+مثل .. مثل .. مثل .. مثلاً هاني بدهاش تحبس 6 بتخلطه على
+
+377
+00:33:49,430 --> 00:33:54,730
+الشركة أنتوا قطعتوا ركزوا معايا يا إخوان شوية شوية
+
+378
+00:33:54,730 --> 00:33:59,510
+شوية يا جماعة أجلوا الأسئلة بس أخلص شركة بدهاش
+
+379
+00:33:59,510 --> 00:34:02,450
+الطالبات اللي كلهم فاهمين معانا يتلخبطوا الآن واضح
+
+380
+00:34:02,450 --> 00:34:08,890
+129.30 آه الـ 2000 الآن أنا شرت كل أصول شركة نيازة
+
+381
+00:34:08,890 --> 00:34:14,920
+من ضمن أصولها اللي هي الخزنة أو حسابها الجارية فتحنا
+
+382
+00:34:14,920 --> 00:34:17,980
+باب الخزنة اللي جينا فيها 2000 دولار أخدناهم إلينا
+
+383
+00:34:17,980 --> 00:34:23,320
+عشان إيه طرحناها إذا عيدها ثاني النقدية دائماً تطرح
+
+384
+00:34:23,320 --> 00:34:28,980
+في التدفق الخارجي في حالة الاستحواذ بس إذا إنتوا
+
+385
+00:34:28,980 --> 00:34:32,700
+نيازة طلبتوا مني 120 ألف تفضلوا هاي 120 وأخدت
+
+386
+00:34:32,700 --> 00:34:36,220
+أصولكم أخدت جزء من أصول بعتَه من الأخوات اللي هنا
+
+387
+00:34:36,220 --> 00:34:39,840
+مقابل 30 ألف إذا أنا أخدت الـ 30 عشان إيه قلت 120
+
+388
+00:34:39,840 --> 00:34:45,210
+ناقص 30 من ضمن الأصول اللي أخدتها منكوا نيازة كانت
+
+389
+00:34:45,210 --> 00:34:49,590
+الخزنة فتحنا الخزنة اللي جيت 2000 دولار فهخدهم
+
+390
+00:34:49,590 --> 00:34:54,970
+إليك إذا أنا مجدش هصير صفر اللي أنا دفعاه هنقول
+
+391
+00:34:54,970 --> 00:35:04,890
+120 ناقص 30 ناقص 2000 ناقص 28000
+
+392
+00:35:04,890 --> 00:35:09,250
+هكتبها
+
+393
+00:35:09,250 --> 00:35:09,370
+هنا
+
+394
+00:35:13,360 --> 00:35:18,100
+هنعاد إن طلعك بالموجة بالنتيجة توكل على الله واستحوذ
+
+395
+00:35:18,100 --> 00:35:23,840
+اشتري وبيعي زي ما أنت عايزه إذا بالسالب لا نحسب 92
+
+396
+00:35:23,840 --> 00:35:30,920
+و 88 أكبر دي كده إيش بطلع نكتبها
+
+397
+00:35:30,920 --> 00:35:36,260
+بلون ثاني موجبة 4000
+
+398
+00:35:43,120 --> 00:35:52,600
+إذا لازم نكتب تعليق إذا بناءً بناءً
+
+399
+00:35:52,600 --> 00:35:57,600
+نكتب مع بعض التعليق وبعدين نعيد ثاني بناءً على
+
+400
+00:35:57,600 --> 00:36:03,340
+الدراسة المالية التي تم إجراءها اللي إحنا عملناها
+
+401
+00:36:03,340 --> 00:36:05,660
+أنا وياكم ننصح
+
+402
+00:36:09,790 --> 00:36:19,950
+بناء على الدراسة المالية التي تم إجراءها ننصح شركة
+
+403
+00:36:19,950 --> 00:36:25,270
+الفؤاد بالاستحواذ
+
+404
+00:36:25,270 --> 00:36:29,190
+على
+
+405
+00:36:29,190 --> 00:36:33,870
+أصول شركة
+
+406
+00:36:33,870 --> 00:36:38,830
+نيازة وذلك
+
+407
+00:36:40,770 --> 00:36:46,390
+لأن صافي
+
+408
+00:36:46,390 --> 00:36:50,230
+القيمة
+
+409
+00:36:50,230 --> 00:36:55,230
+الحالية سيكون
+
+410
+00:36:55,230 --> 00:37:01,890
+موجباً إذا
+
+411
+00:37:01,890 --> 00:37:05,990
+القرار
+
+412
+00:37:05,990 --> 00:37:08,770
+مجدي
+
+413
+00:37:12,880 --> 00:37:19,200
+واضح؟ نلخص مع بعض الخطوات كيف بتنصح بالاستحواذ أو 
+
+414
+00:37:19,200 --> 00:37:25,740
+عدمه؟ أول شيء، أنا بعيد تلخيص الشرق نحسب التدفق
+
+415
+00:37:25,740 --> 00:37:29,100
+النقدي الداخل، وبعدين التدفق النقدي الخارج، وبعدين
+
+416
+00:37:29,100 --> 00:37:31,660
+نطرحهم من بعض، إذا كانت النتيجة بالموجبة، ننصح،
+
+417
+00:37:31,660 --> 00:37:36,520
+بالسالب لا ننصح التدفق النقدي الداخل بيختلف من حالة
+
+418
+00:37:36,520 --> 00:37:43,240
+لحالة، لجينا عندنا نقطتين طبعاً هو بيكون جاي لإن هو
+
+419
+00:37:43,240 --> 00:37:48,160
+لا تدفق النقد الداخل دائماً كلمة تحصيل أو اكتساب
+
+420
+00:37:48,160 --> 00:37:53,540
+معناه تدفق النقد الداخل كيف بنجيبه؟ عشان نجيب تدفق 
+
+421
+00:37:53,540 --> 00:37:56,480
+النقد الداخل القيمة الحالية بتاعته لازم يكون معايا
+
+422
+00:37:56,480 --> 00:38:02,880
+جداول الفرائض ماشي وشرحناه متى بيكون فردي بِقَتْش لما 
+
+423
+00:38:02,880 --> 00:38:06,400
+يكون تدفق النقد الداخل مختلف ولما يكون متساوي
+
+424
+00:38:06,400 --> 00:38:08,960
+لسنوات متتالية زي ما هو أنا مع الصبورة بيكون
+
+425
+00:38:08,960 --> 00:38:13,000
+التراكم اللي هو الجدول الكبير احنا في سؤالنا عندنا
+
+426
+00:38:13,000 --> 00:38:15,980
+من السنة الأولى لخامسة تسعة عشر ألف دولار كل سنة
+
+427
+00:38:15,980 --> 00:38:18,600
+فليش أعمل واحد اثنين ثلاثة أربعة خمس أربع تسعة عشر
+
+428
+00:38:18,600 --> 00:38:21,660
+تسعة عشر تسعة عشر لأ بروح مباشرة بكتبهم في سطر
+
+429
+00:38:21,660 --> 00:38:26,240
+واحد وبروح على الجدول اللي فيه اللي هو سميناه
+
+430
+00:38:26,240 --> 00:38:28,920
+التراكم اللي هو الثاني أو الكبير ولازم نميز من
+
+431
+00:38:28,920 --> 00:38:33,440
+بعض وبناخد الرقم بتاع 11% عند خمس سنوات وبنسجل و
+
+432
+00:38:33,440 --> 00:38:36,400
+بنظلنا ماشيين وشوفنا مع بعض من وين جابوا الرقم هذا
+
+433
+00:38:37,370 --> 00:38:40,750
+إذا كانت دفعات النقدية الداخلة مختلفة، لأ، كل
+
+434
+00:38:40,750 --> 00:38:43,430
+سنة لحالها، وبعتمد على الصفحة الأولى في الجدول، اللي 
+
+435
+00:38:43,430 --> 00:38:48,970
+هي zero by zero point وبنجمع،
+
+436
+00:38:48,970 --> 00:38:52,810
+وبنكتب دفع القيمة الحالية، دفع الداخل كذا، ناقص،
+
+437
+00:38:52,810 --> 00:38:56,310
+الخارج والخارج برضه بيختلف من سؤال لسؤال، إذا كان
+
+438
+00:38:56,310 --> 00:38:59,590
+السؤال بيحكي لنا سوف يتم الاستحواذ على كل الأصول
+
+439
+00:38:59,590 --> 00:39:04,580
+بمقابل كذا، بروح ماسك الرقم بكتبه في حالتنا هذه
+
+440
+00:39:04,580 --> 00:39:09,460
+شركة الفؤاد ما بدها كل الأصول وشركة نيازة ما لهاش
+
+441
+00:39:09,460 --> 00:39:14,340
+دعوة راحت شركة نيازة باعت كل أصولها للفؤاد الفؤاد
+
+442
+00:39:14,340 --> 00:39:19,480
+أخد الحاجات اللي عايزاها والباقي باعه إذن هي
+
+443
+00:39:19,480 --> 00:39:24,080
+الفؤاد اشترت من نيازة أصولها كاملة ب 120 ألف دولار
+
+444
+00:39:24,080 --> 00:39:28,700
+باعت الشغلات اللي مش حباها ب 30 ألف حسب سجل السوق
+
+445
+00:39:28,700 --> 00:39:33,790
+اللي هي الشركة الأخرى قبل ما نقول هذا الخارج، اللي
+
+446
+00:39:33,790 --> 00:39:36,570
+هي النقدية، لازم آخد بالي منها، اللي هي السيولة،
+
+447
+00:39:36,570 --> 00:39:40,330
+لما الفؤاد اشترت من نيازة كل أصولها، أخذت معها
+
+448
+00:39:40,330 --> 00:39:43,450
+النقدية، اللي هي الخزنة، شاروا الخزنة بتاعة إيش؟
+
+449
+00:39:43,450 --> 00:39:48,630
+بتاعة نيازة، ولقيت الفؤاد فتحت نيازة خزنتها لاقت
+
+450
+00:39:48,630 --> 00:39:50,830
+فيها 2000 دولار، بنحسبهم، لأن هدول cash  إلنا،
+
+451
+00:39:50,830 --> 00:39:57,300
+هناخد 2000 ونحطهم في جبتنا، إذا الـ120 ناقص الشغلات
+
+452
+00:39:57,300 --> 00:40:00,540
+اللي بديش إياها بيع تلال فوق ... لشركة أخرى ناقص
+
+453
+00:40:00,540 --> 00:40:04,100
+الألفان، إذا دائماً النقدية في حالة استحواذ فقط،
+
+454
+00:40:04,100 --> 00:40:06,860
+تُطرح، ماشي؟
+
+455
+00:40:08,080 --> 00:40:11,200
+طلع عندنا التدفق والنقد الخارج كتبنا وطرحنا
+
+456
+00:40:11,200 --> 00:40:14,120
+القيمة الحالية الداخلية ناقص الخارجية طلع عندنا
+
+457
+00:40:14,120 --> 00:40:17,080
+ناتج اللي هو صافي القيمة الحالية إذا كان بالموجب
+
+458
+00:40:17,080 --> 00:40:22,760
+ننصح بالاستحواذ إذا كان بالسالب نرفضه واضح؟ في أي
+
+459
+00:40:22,760 --> 00:40:25,840
+سؤال أو استفسار؟ أي سؤال؟ المخدر جاي إن شاء الله
+
+460
+00:40:25,840 --> 00:40:28,240
+هنجيب sheet ونحلوا مع بعض يعطيكم العافية 
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Svi88M_4Unk_postprocess.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Svi88M_4Unk_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..8e4f651b3f38ff0a2d892ef07c94f2d281ddc29e
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/Svi88M_4Unk_postprocess.srt
@@ -0,0 +1,716 @@
+1
+00:00:21,240 --> 00:00:23,620
+أعوذ بالله السبيع العليم من الشيطان الرجيم بسم
+
+2
+00:00:23,620 --> 00:00:26,540
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:26,540 --> 00:00:30,660
+المصطفى الأمين سيدنا محمد وعلى آله ومن سرع دب حساب
+
+4
+00:00:30,660 --> 00:00:34,020
+المدينة في البداية السلام عليكم ورحمة الله كيف
+
+5
+00:00:34,020 --> 00:00:38,870
+حالكوا؟ كيف أسبحتوا اليوم؟ كويسين إن شاء الله؟كيف
+
+6
+00:00:38,870 --> 00:00:43,110
+امتحاناتكوا؟ ان شاء الله دايما من يحرروا، إذا
+
+7
+00:00:43,110 --> 00:00:47,190
+أنهينا مع بعض الآن الفصل اللي شرحنا فيه الرافعات،
+
+8
+00:00:47,190 --> 00:00:50,430
+اتعرفنا مع بعض على الرفع التشغيلي، أخدنا مع بعض
+
+9
+00:00:50,430 --> 00:00:53,890
+أنت لعشريكات الطيران و الباصات و المصانع، اتعرفنا
+
+10
+00:00:53,890 --> 00:00:56,450
+مع بعض على الرفع المالي، حكينا المراسل اللي بتاخد
+
+11
+00:00:56,450 --> 00:01:00,090
+دين عندها رفع مالي، مابتاخدش جنبش رفع ماليوان هنا
+
+12
+00:01:00,090 --> 00:01:03,170
+بالرفع الكلي حصل ده بالرفع المالي مع رفع الاش
+
+13
+00:01:03,170 --> 00:01:08,010
+التشغيل اخر حاجة شرحنا انواع ايش المخاطر طبعا
+
+14
+00:01:08,010 --> 00:01:10,510
+المخاطر انواعها كثيرة احنا خدنا اتنين اللي هي
+
+15
+00:01:10,510 --> 00:01:15,110
+المخاطر ال business الأعمال ومخاطر ال financial ال
+
+16
+00:01:15,110 --> 00:01:17,030
+financial اللي هي المخاطر المالية او المخاطر
+
+17
+00:01:17,030 --> 00:01:23,870
+التموي واضح يا جماعة؟ هنبدأ الآن بفصل جديد اصغنون
+
+18
+00:01:23,870 --> 00:01:28,710
+والله ده شكلهم امر اصغنوناللي هو إدارة إيش؟
+
+19
+00:01:28,710 --> 00:01:33,170
+الاستثمار اللي هي إدارة الأصول إذا الفصل هذا إيه
+
+20
+00:01:33,170 --> 00:01:36,850
+له اسم تاني؟ الفصل هذا نازل من امبارح اللي هي
+
+21
+00:01:36,850 --> 00:01:44,990
+إدارة الأصول ما هي الأصول؟ موجودات؟ ماشي ما هي
+
+22
+00:01:44,990 --> 00:01:48,790
+الموجودات؟ الاسم طب هذه كلها اسمها مش عارفات على
+
+23
+00:01:48,790 --> 00:01:53,550
+فكرة الأصول هي الجانب الأيمن من الميزانية العمومية
+
+24
+00:01:53,550 --> 00:02:02,690
+وتنقسم إلى 3 أقسامأصول متداولة، أصول ثابتة، وأصول
+
+25
+00:02:02,690 --> 00:02:10,290
+إيش؟ أخرى، مافيش أصول متغيرة،
+
+26
+00:02:10,290 --> 00:02:15,390
+أنا أقولك متداولة، ليه المتحركة يعني، أو ثابتة أو
+
+27
+00:02:15,390 --> 00:02:17,550
+أخرى، مافيش حاجة أسمها متغيرة، أنت مين جايبها
+
+28
+00:02:17,550 --> 00:02:21,450
+هالي؟ أنا عارفة تشير، لكن تشير تفيدني المحظوظ، بقى
+
+29
+00:02:21,450 --> 00:02:26,660
+مني احترافية، هي كلام تطلع حالك من المعذقطبعا بس
+
+30
+00:02:26,660 --> 00:02:31,680
+كمان هي بتكون أوراق ثابتة لأوراق أخرى؟ لأصول
+
+31
+00:02:31,680 --> 00:02:38,280
+الأخرى بتكون أوراق ثابتة لأوراق أخرى؟ ممكن يا
+
+32
+00:02:38,280 --> 00:02:42,370
+شايمة ماتجاوبيش يا auntieالأصول الأخرى زى الشهرة و
+
+33
+00:02:42,370 --> 00:02:46,510
+السمعة يعنى و براقة الاختراع و العلامة التجارية مش
+
+34
+00:02:46,510 --> 00:02:48,510
+الأوراق المالية التابعة، تبنوا الأوراق المالية
+
+35
+00:02:48,510 --> 00:02:52,870
+التابعة، هد علم محاسب جديد، لا ده من الأصول الأخرى
+
+36
+00:02:52,870 --> 00:02:57,230
+اللى أخدناها في الستراليا، أصول الأخرى خدناها
+
+37
+00:02:57,230 --> 00:03:01,530
+مواحد حق من البيازة، كل العمل اللى أخدناهيا ميس
+
+38
+00:03:01,530 --> 00:03:04,910
+خلاص تكررنا السؤال لإني بدّي البلد يخبر زيى؟ الآية
+
+39
+00:03:04,910 --> 00:03:07,850
+بيجاوب صح؟ الفكرة صح، حق الامتياز، بس الأخر ..
+
+40
+00:03:07,850 --> 00:03:12,550
+الأصول الأخرى برأة الاختراع، سمعة المؤسسة، حق
+
+41
+00:03:12,550 --> 00:03:14,890
+الامتياز، وبرك الله فيك على المعلومات الحقيقة، مع
+
+42
+00:03:14,890 --> 00:03:19,610
+أن المحاسبة جديدة دي يعني، بس هنحفظه باسمك طبعا مش
+
+43
+00:03:19,610 --> 00:03:25,270
+شربه جهوظ، مش شربه جهوظ؟ بس مش لجرجة ان انت تظهر
+
+44
+00:03:25,270 --> 00:03:28,990
+انه بالمرأة في المحاسبة يعنى ماشي مين يعطينا أمثلة
+
+45
+00:03:28,990 --> 00:03:37,150
+على الأصول المتداولة؟الأصول المتداولة، النقدية،
+
+46
+00:03:37,150 --> 00:03:43,190
+أوراق القبض، المدينون، العملاء، الاستثمارات،
+
+47
+00:03:43,190 --> 00:03:50,850
+البضاعة اللي هو مخزون السلعات، أصول تابعة، أرض،
+
+48
+00:03:50,850 --> 00:03:55,230
+ألات، مباني، أتات، سيارات للمؤسسة، هذه كلها أصول
+
+49
+00:03:55,230 --> 00:04:00,860
+تابعةما هو الهدف من إدارة الأصول؟ احنا ليش ناخد
+
+50
+00:04:00,860 --> 00:04:07,120
+حاجة اسم إدارة الأصول؟ مين المجاوج؟ أنواع، أنواع،
+
+51
+00:04:07,120 --> 00:04:15,140
+تفضلي أمامك
+
+52
+00:04:15,140 --> 00:04:18,440
+على الصبورة يعني، هاي تحديد حجم الاستثمار، هاي
+
+53
+00:04:18,440 --> 00:04:25,780
+الهدف من إدارة الأصول، هاي جاوبة حاجة صح؟مهم
+
+54
+00:04:25,780 --> 00:04:29,780
+الصبورة يعني المشكلة ان انا لما اكبرها خيروا احنا
+
+55
+00:04:29,780 --> 00:04:45,100
+نطلع مش PDF هيا واحد
+
+56
+00:04:45,100 --> 00:04:48,980
+اي انواع تحليل حجم الاتمار في كل مئة من المبلوغ
+
+57
+00:04:48,980 --> 00:04:51,920
+اللي بيشوفوا كل أصل من التوزيق اللي كان لهم كدهش
+
+58
+00:04:51,920 --> 00:04:57,960
+مبلغه حيكون اذاتحديد حجم الاستثمار يمروا في كل بند
+
+59
+00:04:57,960 --> 00:05:01,940
+من بنود ash الأصول، بمعنى لا يكون فيه زيادة في
+
+60
+00:05:01,940 --> 00:05:07,740
+البند هذا ولا يكون فيه انعزاز، بالظبط المبلغ ash
+
+61
+00:05:07,740 --> 00:05:12,920
+المطلوب، تحديد حجم المصانف تمويل هذه الأصول،
+
+62
+00:05:12,920 --> 00:05:17,440
+الأصول من أين نجيب لها تمويل؟ أنا بدأ أشتري قطعة
+
+63
+00:05:17,440 --> 00:05:21,190
+أرض عشان نتوسع في المصنع، من أين نجيب تمويل؟إذا
+
+64
+00:05:21,190 --> 00:05:24,930
+إدارة الأصول بتساعدني على تحديد حجم ومصادر أش
+
+65
+00:05:24,930 --> 00:05:28,950
+التمويل الأرض هذه جداش ممكن نجيبها الحجم اللي هو
+
+66
+00:05:28,950 --> 00:05:32,710
+كمية الأموال والمصادر من وين هنجيب المصادر؟ هل
+
+67
+00:05:32,710 --> 00:05:37,010
+هاخد قرط؟ هل أنا عندي سيولة؟ بدي أدبر نفسي طبعا
+
+68
+00:05:37,010 --> 00:05:41,130
+بيحكينا مصادر التمويل سواء كانت داتية من إحنا أو
+
+69
+00:05:41,130 --> 00:05:45,290
+مقترضة من الbank كيف هتسدديها؟ لناخدها، كيف
+
+70
+00:05:45,290 --> 00:05:48,550
+هتسددها؟ اللي هو تواجه من انتظار فقو النقد الداخل
+
+71
+00:05:48,550 --> 00:05:53,710
+والإش والخارجشكرا يا أنوار، ضمنتها لجنبها لهدف
+
+72
+00:05:53,710 --> 00:05:58,730
+التالت لو سمحت أو لأ خلصناه، هذه مزايا، إذن لماذا
+
+73
+00:05:58,730 --> 00:06:02,590
+أنا أقوم بدلات الأصول؟ عشان أحدد حجم السيطناط اللي
+
+74
+00:06:02,590 --> 00:06:06,930
+هي المبالغ يعني، كل واحد مجدش مبلغ لجنبه، حجم
+
+75
+00:06:06,930 --> 00:06:10,050
+ومصاد التمويل، لو بدي أقلة أو بدي سيئة من وين بدي
+
+76
+00:06:10,050 --> 00:06:14,240
+أجيبها، مجدش يكون معايا مصادشكرا يا نوار ادخل
+
+77
+00:06:14,240 --> 00:06:18,620
+مزايا الاحتفاظ بحجم ملائم من الأصول يعني لما تكون
+
+78
+00:06:18,620 --> 00:06:23,800
+أصولنا مناسبة ايش بنستفيد؟ اتفضلي واحد المساعدة
+
+79
+00:06:23,800 --> 00:06:26,520
+على تحقيق الكفاءة في العملية الكفاءة في العملية
+
+80
+00:06:26,520 --> 00:06:30,480
+اللي هي درجة الكفو في الشغل يعني هي الشطارة في
+
+81
+00:06:30,480 --> 00:06:35,000
+الشغل اتنين تعديل سمعت الشركة الاقتمانية لما يكون
+
+82
+00:06:35,000 --> 00:06:41,480
+عندنا أصولنا مناسبة بتكون سمعتناقوية، مش محتوطين
+
+83
+00:06:41,480 --> 00:06:43,700
+في القايمة السوداء، وشرحنا الكلام هذا قبل هيك
+
+84
+00:06:43,700 --> 00:06:47,920
+تلاتة الاستفادة من الخصومات التجارية والكمية
+
+85
+00:06:47,920 --> 00:06:51,740
+والنقلية بنستغل الفرصة، أنا معايا السيولة، بشكل
+
+86
+00:06:51,740 --> 00:06:53,940
+مطلوب أسمع إن فيه خصومات هان و لا هان، بنروح
+
+87
+00:06:53,940 --> 00:06:57,920
+عليها، بنستفيد، أيضًا أربع مواجهة أزمات الكساد، صح
+
+88
+00:06:57,920 --> 00:07:00,380
+لو صارت كساد، بالتالت فاش المؤسسة أصولها تمام،
+
+89
+00:07:00,380 --> 00:07:03,850
+مافيش مشاكل بتواجه أيش الكسادخمسة الاستفادة من
+
+90
+00:07:03,850 --> 00:07:07,530
+الفلس المتاحة و المساعدة على مواجهة التحديات طبعا
+
+91
+00:07:07,530 --> 00:07:10,390
+لما يكون عندنا أصول ملائمة، اللي هي آلاتنا و
+
+92
+00:07:10,390 --> 00:07:13,570
+مبانينا و شيلوتنا و مخزوننا كله كويس، باستفيد من
+
+93
+00:07:13,570 --> 00:07:17,300
+أي فلسة تلوح في القفقبستفيد من إيش؟ من الفرصة،
+
+94
+00:07:17,300 --> 00:07:22,300
+عطول بقى أحط حالتي وكمان بواجه التحديات، إذا ما هي
+
+95
+00:07:22,300 --> 00:07:26,520
+مزايا الاحتفاظ بحجم ملائم من الأصول، فضلوا اللي
+
+96
+00:07:26,520 --> 00:07:29,700
+ورا بطينا المساعدة على تهيزيف الكفاءة لعمليات
+
+97
+00:07:29,700 --> 00:07:35,130
+تعزيز صميم الشركة الانتمائية أمام عالملاقتمانية،
+
+98
+00:07:35,130 --> 00:07:39,030
+اللي هي أنت سمعت الشركة على تزيد الديون، بتتداين،
+
+99
+00:07:39,030 --> 00:07:42,650
+بتستدد، بتصير سمعتها ممتازة، بتتداين، مابتستددش،
+
+100
+00:07:42,650 --> 00:07:45,130
+بتروح القايمة السوداء، احنا هان بنروح القايمة
+
+101
+00:07:45,130 --> 00:07:49,230
+البيضاء ماعاكي
+
+102
+00:07:49,230 --> 00:07:52,930
+مصاري سمعت إن المهار الفلاني أو البوتيك الفلاني
+
+103
+00:07:52,930 --> 00:07:56,110
+عامل acquisition، بتروحي بتشتري، لو ماعكيش صعب
+
+104
+00:08:04,500 --> 00:08:08,400
+ممتاز، بنستفيد من الفرص اللي أمامنا، وبنواجه
+
+105
+00:08:08,400 --> 00:08:17,100
+التحديات، شكرا يا وانتي الـ
+
+106
+00:08:17,100 --> 00:08:23,060
+ROA
+
+107
+00:08:23,060 --> 00:08:26,820
+اللي هو العقد على الإش، على الأصولو اتنين on asset
+
+108
+00:08:26,820 --> 00:08:33,540
+ال ROA شرحناها قبل هيك اتنين الإدارة
+
+109
+00:08:33,540 --> 00:08:37,840
+مش شاطرة بصير
+
+110
+00:08:37,840 --> 00:08:41,600
+عندي مشاكل تجميد العلاقة عن رقم تلاتة معناها ال
+
+111
+00:08:41,600 --> 00:08:46,320
+بنوك بترضهش تعطيني أموال ليش؟ مانا بصددش؟ ده مضحك
+
+112
+00:08:46,320 --> 00:08:49,680
+مع طول مانا بصددش؟ شو كان يعني؟ إذا مرة تانية أدكر
+
+113
+00:08:49,680 --> 00:08:55,910
+مساوء الاحتفاظتغيير الملائم من الأصول تفضل أسمعها
+
+114
+00:08:55,910 --> 00:09:06,310
+أول
+
+115
+00:09:06,310 --> 00:09:08,870
+قصة اللي هناخده بالتفصيل هناخدهم كلهم إن شاء الله
+
+116
+00:09:08,870 --> 00:09:15,950
+على السريع عندنا إدارة رأس المال العامل إدارة رأس
+
+117
+00:09:15,950 --> 00:09:19,310
+المال العامل يا أخوات إله اسم تاني اللي هو الأصول
+
+118
+00:09:19,310 --> 00:09:24,300
+المتداولةأخدنا في المادة هذه إنه علم رأس مال عامل
+
+119
+00:09:24,300 --> 00:09:28,620
+وصافي رأس مال عامل رأس المال العامل لحاله أصول
+
+120
+00:09:28,620 --> 00:09:33,320
+متداولة صافي رأس المال العامل عبارة عن أصول
+
+121
+00:09:33,320 --> 00:09:36,820
+متداولة ناقص الخصوم المتداولة هذا أخدناها قبلين
+
+122
+00:09:36,820 --> 00:09:42,460
+إدارة رأس المال العامل فضل شمال حبيب قرأ لنا يجب
+
+123
+00:09:42,460 --> 00:09:45,220
+أن محافظة على كام مناسب من السيلة وذلك لتشغيل
+
+124
+00:09:45,220 --> 00:09:50,840
+أصولها السابقة إذا سؤال عللي عللي لو سمحت ضرورة
+
+125
+00:09:52,140 --> 00:09:56,560
+توفر كام مناسب من السيولة، ليش لازم نكون عالنا في
+
+126
+00:09:56,560 --> 00:10:03,060
+خزنة مصاري، مارا تعني سيولة قبل هيك؟ عال لضرورة
+
+127
+00:10:03,060 --> 00:10:09,140
+التوفر كام مناسب من السيولة، تفضلي؟ واحد،
+
+128
+00:10:09,140 --> 00:10:13,260
+تشغيل أصول تابعة، ليه الألات و المواد و الباني؟
+
+129
+00:10:13,260 --> 00:10:18,360
+اتنين، ضمان سداد الديون في موعد استحقاقها، دي قصة
+
+130
+00:10:18,360 --> 00:10:22,510
+الأجلوضمان المتطلبات اللازمة للأصول المتداولة
+
+131
+00:10:22,510 --> 00:10:27,510
+ماشي، إذا الإجابة عندنا نقطتين عليل، ضروري التوفر
+
+132
+00:10:27,510 --> 00:10:30,130
+كام مناسب من ال CEO ليش لازم الخزن يكون فيها دايما
+
+133
+00:10:30,130 --> 00:10:34,130
+النقدية، مدى ما فتحتي المحفظة بتاعتك تلاقي مصار،
+
+134
+00:10:34,130 --> 00:10:40,030
+بقولي لسببين، أول حاجة تشغيل أصول تابعة، الألات
+
+135
+00:10:40,030 --> 00:10:43,430
+بدها صيانة، بدها سولار، بدها وقود، بدها كذا، اتنين
+
+136
+00:10:43,430 --> 00:10:47,170
+ضمان القدر على سداد خصومنا المتداولة، خودي بالك
+
+137
+00:10:47,170 --> 00:10:52,070
+الخصوم أنواعفي عندنا خصوم قصيرة الأجل أوراق الدفع،
+
+138
+00:10:52,070 --> 00:10:56,090
+دائنون، قروض قصيرة الأجل، ضرايب منجلة وفي قروض
+
+139
+00:10:56,090 --> 00:11:01,490
+طويلة الأجل وفي سندات، هنا بس حكينا عن الخصوم
+
+140
+00:11:01,490 --> 00:11:09,590
+القصيرة فقط، حكينا عن الخصوم إيش؟ القصير، واضحة؟
+
+141
+00:11:09,590 --> 00:11:13,270
+الوصوم الدولة تشمل هذا أكمل الفراغ، أمامنا على
+
+142
+00:11:13,270 --> 00:11:17,310
+السبورة أكمل الفراغ، الوصوم الدولة معاك تشمل أي
+
+143
+00:11:17,310 --> 00:11:17,930
+واحد؟
+
+144
+00:11:22,690 --> 00:11:31,330
+أول حاجة النقدية، ليه السيول؟ أوراق قبض، مدينون
+
+145
+00:11:32,760 --> 00:11:35,260
+بعدين .. شوفوا احنا ممكن المدنيون او العمالة نفس
+
+146
+00:11:35,260 --> 00:11:37,820
+القصة .. نفس الشيء .. اه .. بعدين استثمارات ليه
+
+147
+00:11:37,820 --> 00:11:40,820
+الأوراق المالية .. بعدين البضاعة .. البضاعة .. صعب
+
+148
+00:11:40,820 --> 00:11:43,720
+تقولي أول حاجة البضاعة برد .. لأن البضاعة أشرحناها
+
+149
+00:11:43,720 --> 00:11:46,420
+قبل هيك .. لما أخدنا في تحليل المال السيولة
+
+150
+00:11:46,420 --> 00:11:50,080
+السريعة .. قولنا المخصوص السلع بيسميه سلحفاه ..
+
+151
+00:11:50,080 --> 00:11:55,720
+لأنه بيأخذ منه وجهة لما يصير مصاري .. إذن أكمل
+
+152
+00:11:55,720 --> 00:12:00,920
+الفراء الأصول المتداولة تشمل .. أيوة إيش تشمل ..
+
+153
+00:12:00,920 --> 00:12:11,540
+تفضلي ..ممتاز، ممتاز، ممتاز، شكرا، نعيدها تاني
+
+154
+00:12:11,540 --> 00:12:18,160
+توحى كأن ما هو صافي راس المال العامل، قولنا ذمن يا
+
+155
+00:12:18,160 --> 00:12:22,340
+أخوات صافي، حاجة ناقص حاجة، لما نقول هذه مياه
+
+156
+00:12:22,340 --> 00:12:27,620
+صافيةأو مفلترة معناه طلعنا من الشوايب طرحنا من
+
+157
+00:12:27,620 --> 00:12:30,980
+الشوايب إلى صافي رأس المال العامل عبارة عن الأصول
+
+158
+00:12:30,980 --> 00:12:36,940
+المتداولة ناقصاش الخصوم المتداول ماذا يناقش صافي
+
+159
+00:12:36,940 --> 00:12:43,060
+رأس المال العامل نشوف إيش كتب لنا فضلي حصد تاريخ
+
+160
+00:12:43,060 --> 00:12:49,800
+أصول متداوية من الخصوم المتداولين ممتازة أيوة يعطي
+
+161
+00:12:49,800 --> 00:12:53,120
+يعطي
+
+162
+00:13:01,490 --> 00:13:06,390
+أول حاجة اللي هي نسبة متداولة تتذكر بتساعدنا على
+
+163
+00:13:06,390 --> 00:13:09,990
+معرفة قدرة الأصول المتداولة على سداد الخصوم
+
+164
+00:13:09,990 --> 00:13:13,050
+المتداول إذاً قدرة البصف على سداد المقام إذاً نقم
+
+165
+00:13:13,050 --> 00:13:16,430
+واحد قدرة الأصول المتداولة على سداد الخصوم الاش
+
+166
+00:13:16,430 --> 00:13:20,050
+المتداولة شكرا يا عزيزي اتنين الطالب اللي وراها
+
+167
+00:13:24,670 --> 00:13:31,350
+الدائنين الناس اللي عطوكي مصاري المركز
+
+168
+00:13:31,350 --> 00:13:36,830
+التمالي اللي هي الميزانية العمومية ممتاز
+
+169
+00:13:36,830 --> 00:13:40,550
+رأس المال العامل بيساعدني كدائن يعني أنا معطيكم
+
+170
+00:13:40,550 --> 00:13:44,450
+مصاري بستنى ترجعهم هل الميزانية العمومية بتاعتكم
+
+171
+00:13:44,450 --> 00:13:49,450
+سليمة؟ هل هي قوية؟ هل هي متينة؟ ام مليانة مشاكل؟
+
+172
+00:13:49,450 --> 00:13:50,770
+إذن يساعدنا
+
+173
+00:13:53,360 --> 00:13:58,360
+على معرفة متانة المركز المال اللي قاش للشركة شكرا
+
+174
+00:13:58,360 --> 00:14:06,820
+يا auntie ايضا فابقى مين اتفضلى يلافسي نضارة هايا
+
+175
+00:14:06,820 --> 00:14:17,120
+هايا
+
+176
+00:14:17,120 --> 00:14:21,180
+ولا اعي؟ هايا هايا هايا هايا هايا هايا هايا هاية
+
+177
+00:14:21,180 --> 00:14:21,340
+هاية هاية هاية هاية هاية هاية هاية هاية هاية هاية
+
+178
+00:14:21,340 --> 00:14:28,220
+هايةكلما كان عن المؤشر بعيدا كان افضل ايش؟ المؤشر،
+
+179
+00:14:28,220 --> 00:14:30,820
+انت وقف هنا، نكمل المحاضرة اللي جاية
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/U3AURHoKhcA.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/U3AURHoKhcA.srt
new file mode 100644
index 0000000000000000000000000000000000000000..59494625effe10823f61e459be20ec7fdcb9e30b
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/U3AURHoKhcA.srt
@@ -0,0 +1,1767 @@
+1
+00:00:20,890 --> 00:00:23,190
+أعوذ بالله السميع العليم من الشيطان الرجيم بسم 
+
+2
+00:00:23,190 --> 00:00:26,650
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:26,650 --> 00:00:30,190
+مصطفى الأمين سيدنا محمد وعلى آله ومن سهر على دوره
+
+4
+00:00:30,190 --> 00:00:32,330
+في سماء الدين في بداية السلام عليكم ورحمة الله
+
+5
+00:00:32,330 --> 00:00:35,490
+وعليكم السلام ورحمة الله كيف حالكم؟ الحمد لله كيف
+
+6
+00:00:35,490 --> 00:00:37,550
+أصبحتم اليوم إن شاء الله بخير؟ أصبح أصبح أزوركم 
+
+7
+00:00:37,550 --> 00:00:40,910
+لله اليوم إن شاء الله راح نبدأ مع بعض في آخر فصل
+
+8
+00:00:40,910 --> 00:00:43,570
+في هذه المادة الإدارة المالية اللي هو الإدارة
+
+9
+00:00:43,570 --> 00:00:46,110
+المالية الدولية international financial management
+
+10
+00:00:46,110 --> 00:00:48,010
+الإدارة المالية الدولية
+
+11
+00:00:51,200 --> 00:00:54,140
+في هذا الفصل راح ندرس الأمور التالية، شو معنى
+
+12
+00:00:54,140 --> 00:00:57,420
+عولمة الاقتصاد الدولي، شو معنى الشركات متعددة 
+
+13
+00:00:57,420 --> 00:01:00,860
+الجنسيات، شو معنى العوامل التي تؤثر على الإدارة المالية
+
+14
+00:01:00,860 --> 00:01:03,940
+الدولية، مبادئ أساسية للتمويل الدولي، لأنه يختلف
+
+15
+00:01:03,940 --> 00:01:07,680
+عن التمويل الخاص، هيكل السوق والمشاركين الأساسيين،
+
+16
+00:01:07,680 --> 00:01:11,980
+الأنفاق الرئيسي والمخاطر الدولية، إن شاء الله في
+
+17
+00:01:11,980 --> 00:01:13,960
+هذا الفصل راح
+
+18
+00:01:16,170 --> 00:01:22,030
+نبحر خارج البلد في الإدارة المالية الدولية نشوف 
+
+19
+00:01:22,030 --> 00:01:24,930
+مع بعض مع الطلبة اسمها البرعي ما المقصود بعولمة
+
+20
+00:01:24,930 --> 00:01:29,490
+الاقتصاد الدولي؟ لقد لاحظنا خلال 30 عامًا الماضية
+
+21
+00:01:29,490 --> 00:01:32,930
+كيف تم تعولمة ميدان الأعمال وأسواق رأس المال
+
+22
+00:01:32,930 --> 00:01:36,510
+فالعولمة تقضي بضرورة التخلص من الحدود والقيود
+
+23
+00:01:36,510 --> 00:01:39,930
+وتحرير التجارة وتحقيق التكامل في الاقتصاديات
+
+24
+00:01:39,930 --> 00:01:43,630
+الدولية وأغلب المنظومات الضخمة تحصل على 50% من
+
+25
+00:01:43,630 --> 00:01:47,650
+إيراداتها من الأسواق الخارجية، إذا عندنا سؤال بيطرح 
+
+26
+00:01:47,650 --> 00:01:50,970
+نفسه ما المقصود بالعولمة Globalization
+
+27
+00:01:50,970 --> 00:01:58,610
+Globalization ممكن تسميها باسمين، شو معنى عولمة؟
+
+28
+00:01:58,610 --> 00:02:06,190
+بشكل بسيط يعني…أيوة تفضلي مين بتجاوب؟ ممتاز شكراً يا
+
+29
+00:02:06,190 --> 00:02:10,190
+عزيزي العولمة عبارة عن تحويل العالم إلى قرية إيش؟
+
+30
+00:02:10,190 --> 00:02:15,550
+إلى قرية صغيرة… تحويل العالم إلى قرية صغيرة
+
+31
+00:02:15,550 --> 00:02:20,830
+بمعنى أنت بتكوني جالسة هان في بيتكم جالسة بتتناولي 
+
+32
+00:02:20,830 --> 00:02:27,630
+نسبة كافي أو قهوة فتحي ال skype أو ال facebook أو ال
+
+33
+00:02:27,630 --> 00:02:31,730
+fiber و بتحكي مع أخوكِ أو صاحبتك كنتوا مع بعض هي
+
+34
+00:02:31,730 --> 00:02:35,170
+قاعدة في إحدى دول العالم وأنت قاعدة هان بتتحدثوا 
+
+35
+00:02:35,170 --> 00:02:38,390
+مع بعض كأنه إيش؟ كأنه هي… كأنكم قاعدين مع بعض في 
+
+36
+00:02:38,390 --> 00:02:41,510
+نفس المكان بتشوفي ولادها وبتشوفي البلد اللي هي
+
+37
+00:02:41,510 --> 00:02:46,270
+فيها وما فيش أي مشاكل طبعاً بأقل التكاليف عشان إيه؟
+
+38
+00:02:46,270 --> 00:02:48,970
+أنتِ ممكن تجولي ثلاث أربع ساعات معاها مش مشكلة إذا 
+
+39
+00:02:48,970 --> 00:02:53,950
+نُعَوِّد تحويل العالم إلى قرية إيش؟ صغيرة شهدت تصميم
+
+40
+00:02:53,950 --> 00:02:57,450
+لموديل معين في إحدى المواقع في إحدى الدول العالمية
+
+41
+00:02:57,450 --> 00:03:00,930
+ممكن تحصلِ عليه وشبيه لغاية عندكِ منتهى إيش؟ منتهى 
+
+42
+00:03:00,930 --> 00:03:04,190
+البساطة، إذا العولمة عبارة عن تحويل العالم لقضية
+
+43
+00:03:04,190 --> 00:03:08,950
+صغيرة، هذا المقصود بإيش؟ بالعولمة طبعاً أحد أهم أشكال
+
+44
+00:03:08,950 --> 00:03:12,350
+أو مظاهر العولمة في العصر هذا اللي هي الاتصالات،
+
+45
+00:03:12,350 --> 00:03:16,590
+الاتصالات الهائلة التي تحيط بالعالم آخر 30 سنة بدأت 
+
+46
+00:03:16,590 --> 00:03:19,230
+تظهر العولمة بشكل ملموس في سوق الأعمال وسوق اللي
+
+47
+00:03:19,230 --> 00:03:22,550
+هي رأس المال العولمة معناها زي ما حكيت قبل شوي
+
+48
+00:03:22,550 --> 00:03:25,470
+الذي درستِه في مساق نظم معلومات إدارية أو مساق
+
+49
+00:03:25,470 --> 00:03:28,930
+إدارة التسويق اللي هي التسويق الإلكتروني تبيعي
+
+50
+00:03:28,930 --> 00:03:34,210
+وتشتري على الإنترنت وأنت قاعدة مكانك ماشي؟ 50% من
+
+51
+00:03:34,210 --> 00:03:37,370
+إيرادات الأسواق ومن إيرادات الشركات أصبحت تأتي من 
+
+52
+00:03:37,370 --> 00:03:42,370
+خارج دولها، تفضلي تكملينا يا أسماء كذلك فإننا نجد أن
+
+53
+00:03:42,370 --> 00:03:45,670
+عملية إنتاج السلع والخدمات أصبحت تتم في محيط
+
+54
+00:03:45,670 --> 00:03:50,010
+العالم خاصة مع نمو…نمو المنظمات متعددة الجنسيات
+
+55
+00:03:50,010 --> 00:03:53,130
+وامتدّ
+
+56
+00:03:53,130 --> 00:03:55,990
+التكامل بين الأسواق الدولية إلى التكامل في الأسواق
+
+57
+00:03:55,990 --> 00:03:58,330
+المالية الأسواق المالية طبعاً هي البورصات العالمية
+
+58
+00:03:58,330 --> 00:04:01,930
+الأسواق المالية هي البورصات العالمية ما المقصود 
+
+59
+00:04:01,930 --> 00:04:06,950
+بالتكامل؟ قامت الحكومات بوضع أنظمة وقوانين مالية
+
+60
+00:04:06,950 --> 00:04:11,690
+ومصرفية لترتيب عملية اللي هي الاقتصاد الدولي أو
+
+61
+00:04:11,690 --> 00:04:15,330
+ترتيب اللي هي عمل الشركات متعددة الجنسيات، لأن
+
+62
+00:04:15,330 --> 00:04:19,070
+التكامل هنا المقصود فيه وضع أنظمة مالية ومصرفية من
+
+63
+00:04:19,070 --> 00:04:22,290
+قبل حكومات الدول اللي وصلت لمرحلة الشركات متعددة
+
+64
+00:04:22,290 --> 00:04:27,210
+الجنسيات، لحد ما يكونش فيه اللي هو ما يكونش 
+
+65
+00:04:27,210 --> 00:04:31,130
+فيه مجال الفساد المالي أو مجال اللي هي هضم حقوق
+
+66
+00:04:31,130 --> 00:04:36,040
+الشركات أو الآخرين، إذا مرة ثانية تعرّفنا مع بعض على 
+
+67
+00:04:36,040 --> 00:04:38,680
+العولمة وحكينا أنّ هي تحويل العالم إلى قرية صغيرة عن
+
+68
+00:04:38,680 --> 00:04:40,820
+طريق اللي هو نظام الاتصالات والتكنولوجيا
+
+69
+00:04:40,820 --> 00:04:45,440
+الموجودة في العالم أصبح هناك كثير من الدول تعتمد
+
+70
+00:04:45,440 --> 00:04:47,580
+في إيراداتها وكثير من الشركات 50% من إيراداتها من
+
+71
+00:04:47,580 --> 00:04:50,940
+إيراداتها يأتي من خارجها عن طريق تسويق الـ
+
+72
+00:04:50,940 --> 00:04:55,200
+إلكترون تم وضع أنظمة وقوانين لترتيب عمل هذه
+
+73
+00:04:55,200 --> 00:05:01,110
+المؤسسات عندنا سؤال بيقول ما المقصود بالـ
+
+74
+00:05:01,110 --> 00:05:05,070
+multinational corporation اللي هي إيش؟ الشركات
+
+75
+00:05:05,070 --> 00:05:08,690
+متعددة الجنسيات متعددة الجنسيات، تفضلي يا شايمان
+
+76
+00:05:08,690 --> 00:05:12,230
+حبيبي هي منشأة أعمال تعمل في أكثر من دولة أيًا كان 
+
+77
+00:05:12,230 --> 00:05:15,690
+نشاطها ابتدائي أو زراعي أو استثماري يفعلوا منها، شكراً 
+
+78
+00:05:15,690 --> 00:05:20,870
+لوقتك، ممكن نأخذ تعريف أسهل من هذا هي شركات تحمل 
+
+79
+00:05:20,870 --> 00:05:25,870
+أكثر من جنسية، مش الشركة اللي بتحمل أصحابها لأن هي
+
+80
+00:05:25,870 --> 00:05:33,220
+شركات يعني…البردويل، يحمل ملاكها أكثر من…أكثر من 
+
+81
+00:05:33,220 --> 00:05:37,540
+جنسية زي إيش مثلاً عندنا شركات متعددة الجنسية زي
+
+82
+00:05:37,540 --> 00:05:42,020
+General Motors نفسه
+
+83
+00:05:42,020 --> 00:05:48,600
+بس بشكل آخر شركات ملاكها يحملون أكثر من جنسية
+
+84
+00:05:48,600 --> 00:05:54,840
+عندنا شركة General Motors مقرها 
+
+85
+00:05:54,840 --> 00:06:00,220
+الرئيسي في أمريكا، ملاك الشركة هذه، في منهم من
+
+86
+00:06:00,220 --> 00:06:03,760
+الصين، صيني، في منهم من اليابان، في منهم من 
+
+87
+00:06:03,760 --> 00:06:07,740
+أمريكا، في منهم من ألمانيا، هذه بنسميها شركات
+
+88
+00:06:07,740 --> 00:06:13,580
+نسميها متعددة أيش؟ الجنسيات، لو إجينا أنا وياك 
+
+89
+00:06:13,580 --> 00:06:18,340
+وعملنا شركة بتكونش متعددة الجنسيات، لكن لو جينا أنا
+
+90
+00:06:18,340 --> 00:06:20,780
+وياك وعملنا شركة مع ناس ثانيين من ألمانيا أو من
+
+91
+00:06:20,780 --> 00:06:26,580
+اليابان أو من كوريا، بتكون متعددة الجنسية، هي منشآت
+
+92
+00:06:26,580 --> 00:06:31,380
+تعمل في أكثر من دولة ملاكها اللي لهم جنسيات مختلفة
+
+93
+00:06:31,380 --> 00:06:34,040
+تلاقي مدير من جنسية ومجلس إدارة من جنسيات
+
+94
+00:06:34,040 --> 00:06:38,160
+مختلفة سواء كانت في المجال الإنتاجي أو الزراعي أو 
+
+95
+00:06:38,160 --> 00:06:41,320
+الاستشارات أو القانون، دخلت شركات هذه في كل الأنشطة 
+
+96
+00:06:41,320 --> 00:06:46,860
+الموجودة في العالم طبعاً إيش جمع الناس هذول؟ اللي 
+
+97
+00:06:46,860 --> 00:06:51,910
+هو الاستثمار المباشر، أنتِ معكِ شوية مصاري من جنسية
+
+98
+00:06:51,910 --> 00:06:54,290
+وفي ناس ثانيين معاهم شوية مصاري من جنسية و
+
+99
+00:06:54,290 --> 00:06:57,310
+بتشتغلوا في نفس المجال ممكن تعمل on-demand أو تعمل 
+
+100
+00:06:57,310 --> 00:07:03,610
+انضمام ويصبح عندكم شركة متعددة الجنسيات، 60 ألف
+
+101
+00:07:03,610 --> 00:07:08,090
+شركة متعددة الجنسية حول العالم، إذا لغاية الآن في 
+
+102
+00:07:08,090 --> 00:07:11,430
+آخر حصائية كم عدد الشركات متعددة الجنسيات؟ 60 ألف
+
+103
+00:07:11,430 --> 00:07:15,650
+شركة، كم عدد كبير مش بسيط بتعاملوا مع كم مؤسسة
+
+104
+00:07:15,650 --> 00:07:21,470
+أجنبية؟ 500 ألف بتعاملوا مع إيه؟ مع نص مليون
+
+105
+00:07:21,470 --> 00:07:26,550
+مؤسسة أجنبية، إذا منى لا بننا ما المقصود بالشركات
+
+106
+00:07:26,550 --> 00:07:36,950
+متعددة الجنسيات؟ ممتاز
+
+107
+00:07:36,950 --> 00:07:42,930
+ممكن تجيبي تعريف ثاني غير كالعادة اللي حكيتنا يا
+
+108
+00:07:42,930 --> 00:07:46,050
+منار، صفية؟ الشركات اللي هي من ملاكها جنسيات
+
+109
+00:07:46,050 --> 00:07:48,970
+متعددة أو أكثر من جنسية، ماشي إن شاء الله، بارك
+
+110
+00:07:48,970 --> 00:07:54,630
+الله فيك، إذا سؤال بيطرح نفسه يا ولاء، كم عدد 
+
+111
+00:07:54,630 --> 00:07:57,110
+الجنسية، الشركات المتعددة الجنسية في العالم؟ 60،
+
+112
+00:07:57,110 --> 00:08:03,570
+مش 50 يعني، لا، 60، بتقدم خدمات لـكم مؤسسة؟ نص 
+
+113
+00:08:03,570 --> 00:08:09,190
+مليون، إيش العامل المشترك بين هؤلاء الناس؟ ببساطة يا
+
+114
+00:08:09,190 --> 00:08:11,690
+أخوات، يا بتقولي الاستثمار، يا بتقولي تحقيق الأرباح
+
+115
+00:08:11,690 --> 00:08:16,070
+إيش العامل المشترك بين الجنسيات هذه؟ تحقيق الأرباح؟
+
+116
+00:08:16,070 --> 00:08:22,570
+إن أحنا نشتغل ونربح، أدكوري العوامل المؤثرة على 
+
+117
+00:08:22,570 --> 00:08:27,550
+الإدارة المالية الدولية، عندنا يا أخوات سبع عوامل 
+
+118
+00:08:28,490 --> 00:08:32,070
+إذا أنا لما أجئ أنا وياكم ونشوف لنا ناس من أمريكا 
+
+119
+00:08:32,070 --> 00:08:35,110
+أو ناس من إنجلترا ونعمل معاهم شركة بصير شركة
+
+120
+00:08:35,110 --> 00:08:38,970
+متعددة الجنسيات لأن كل واحد فينا بيحمل جنسية غيرها
+
+121
+00:08:38,970 --> 00:08:43,850
+في عندنا سبع عوامل بتأثر علينا نشوفهم، تفضلي مرة
+
+122
+00:08:43,850 --> 00:08:48,650
+ثانية شيلة مقى، معلش تفضلي شيلة مقى، واحد اختلاف العمليات
+
+123
+00:08:48,650 --> 00:08:54,170
+الدولية، إذا أول حاجة هتواجهني أو أول مشكلة هتواجهني
+
+124
+00:08:54,170 --> 00:08:57,090
+في الإدارة المالية الدولية اختلاف العمليات الدولية
+
+125
+00:08:57,090 --> 00:09:02,530
+تفضلي، اختلاف القوانين والدراجات، لا لسه واحد، فهذه
+
+126
+00:09:02,530 --> 00:09:05,350
+بعض الصعوبات الأساسية التي تواجهها الشركات المتعددة
+
+127
+00:09:05,350 --> 00:09:13,770
+إذا نرجعلي اختلاف 
+
+128
+00:09:13,770 --> 00:09:19,600
+العمليات الدولية، تعد من الصعوبات التي تواجهها الشركات 
+
+129
+00:09:19,600 --> 00:09:24,420
+الـ multinational اكتبوا بالإنكليزي لو سمحتوا ومش
+
+130
+00:09:24,420 --> 00:09:28,320
+بالعربي التي
+
+131
+00:09:28,320 --> 00:09:36,200
+تواجهها multinational، جوالكِ لو سمحتي، مين
+
+132
+00:09:36,200 --> 00:09:42,480
+يجاوب على السؤال؟ وجود عملة مستقلة لكل دولة، ممتاز، أول
+
+133
+00:09:42,480 --> 00:09:47,740
+حاجة، غالبية الدول العالمية لها عملات مستقلة، هذه 
+
+134
+00:09:47,740 --> 00:09:52,140
+المشكلة، طب أنا وياكم أنتم من جنسية وأنا من جنسية
+
+135
+00:09:52,140 --> 00:09:57,020
+ونعمل شركة، عملة مين هنمشي؟ ممكن تكون مشكلة هذه
+
+136
+00:09:57,020 --> 00:10:04,240
+اثنين؟ أنتم اثنان في إجابة السؤال، فقولي بالكلمة
+
+137
+00:10:04,240 --> 00:10:09,580
+التنبؤ، التنبؤ في أسعار العملة؟ بدل ما نحكي عن 
+
+138
+00:10:09,580 --> 00:10:11,640
+عمليات دولية، بنحكي عن أسعار العملة، ممتاز
+
+139
+00:10:14,430 --> 00:10:22,790
+بنعني اللي هي إيش؟ أسعار الصرف، زي
+
+140
+00:10:22,790 --> 00:10:25,810
+إيش؟ عملات دولية؟ أمريكا إيش عملتها؟ دولار…دولار
+
+141
+00:10:25,810 --> 00:10:26,670
+.. دولار .. دولار .. دولار .. دولار .. دولار ..
+
+142
+00:10:26,670 --> 00:10:27,270
+دولار .. دولار .. دولار .. دولار .. دولار .. دولار
+
+143
+00:10:27,270 --> 00:10:27,470
+.. دولار .. دولار .. دولار .. دولار .. دولار ..
+
+144
+00:10:27,470 --> 00:10:29,310
+دولار .. دولار .. دولار .. دولار .. دولار .. دولار
+
+145
+00:10:29,310 --> 00:10:29,690
+.. دولار .. دولار .. دولار .. دولار .. دولار ..
+
+146
+00:10:29,690 --> 00:10:31,950
+دولار .. دولار .. دولار .. دولار .. دولار .. دولار
+
+147
+00:10:31,950 --> 00:10:33,470
+.. دولار .. دولار .. دولار .. دولار .. دولار ..
+
+148
+00:10:33,470 --> 00:10:39,990
+دولار .. دولار .. دولار .. دولار
+
+149
+00:10:39,990 --> 00:10:51,980
+.. دولار .. دولار تفضل أو غيرتي رأيك؟ تفضل يعني
+
+150
+00:10:51,980 --> 00:11:07,940
+الدولار
+
+151
+00:11:07,940 --> 00:11:10,720
+حرف الـ S عليه شطتين شكرًا باسم
+
+152
+00:11:27,220 --> 00:11:29,740
+اليورو؟ الأصل اللي بيشوفوها في الفضائيات يا جماعة
+
+153
+00:11:31,920 --> 00:11:33,940
+وكمان إحنا عندنا euro لو روحت على مكتب صرافة
+
+154
+00:11:33,940 --> 00:11:38,520
+هتلاقي فيه صحيح يعني لو أنت بدك إن شاء الله تسافر
+
+155
+00:11:38,520 --> 00:11:40,900
+على ألمانيا أو أي دولة أوروبية بدك تاخد معاك منها
+
+156
+00:11:40,900 --> 00:11:47,900
+نيوراء تشتري نيوراء ممتاز شكرا شكله حلو شكرًا يا لينا
+
+157
+00:11:47,900 --> 00:11:51,540
+نستغل وجود لينا ونقولها رسمياً لجنية استرلينيا
+
+158
+00:11:54,390 --> 00:11:58,210
+ورقة؟ الجنيه أنا وأنا إيه الرسمة؟ الاسترليني مش 
+
+159
+00:11:58,210 --> 00:12:07,430
+الجنيه المصري آه الـ U والـ Y مين هذا الـ Y؟ مش فاهم
+
+160
+00:12:07,430 --> 00:12:11,690
+إنك في مصر بتحكي نفسك احكيها أنا ارسمها احكيها أنا
+
+161
+00:12:11,690 --> 00:12:16,530
+ارسمها آه إذا نجونا اتحاد اليوربي اللي هو اليورو
+
+162
+00:12:16,530 --> 00:12:21,850
+الأمريكا اللي هي الدولار الصين الـ Yuan
+
+163
+00:12:24,410 --> 00:12:27,490
+Yuan و اكتبيلها لو سمحت إجازة السنة الماضية في
+
+164
+00:12:27,490 --> 00:12:31,530
+اختراع متعدد Yuan
+
+165
+00:12:31,530 --> 00:12:38,470
+وان الألوان ثلاثة حروف عملة كوريا هم عندنا كورتين
+
+166
+00:12:38,470 --> 00:12:45,290
+واحدة فيهم Yuan وواحدة  Yuan بليا صيف الصين العملة لها
+
+167
+00:12:45,290 --> 00:12:47,590
+اسم ثاني على فكرة بس شوية صعبة أيضًا من ناحية من 
+
+168
+00:12:47,590 --> 00:12:51,310
+ناحية لغتنا إحنا كانوا عشرة حروف Yuan
+
+169
+00:12:54,620 --> 00:12:59,100
+One second ما أعرفش والله أنا أكيد هيكون خلابيش
+
+170
+00:12:59,100 --> 00:13:03,760
+الصينيين بنجيبهم مش مش لا بنجيبهم إن شاء الله نعم
+
+171
+00:13:03,760 --> 00:13:13,000
+حابة تسميها؟ ماشي اليابان؟ إذا
+
+172
+00:13:13,000 --> 00:13:19,520
+إذا بدنا إحنا نعمل شركة فيها ناس من اجتماعات
+
+173
+00:13:19,520 --> 00:13:23,610
+مختلفة لازم نعمل نعرف عاملة كل دولة ماشي عادة 
+
+174
+00:13:23,610 --> 00:13:27,610
+الجنسيات متعددة أو الشركات متعددة الجنسيات بتكون
+
+175
+00:13:27,610 --> 00:13:33,470
+عملتها إما دولار أو يورو متداولة 
+
+176
+00:13:33,470 --> 00:13:37,330
+في العالم إذا كنا معانا ناس من أمريكا بنمشيها
+
+177
+00:13:37,330 --> 00:13:40,470
+دولار إذا كان ناس أو أكثر ناس من أوروبا 
+
+178
+00:13:40,470 --> 00:13:44,630
+يورو لو معانا واحد قاعد من الصين مشارك ممكن يعمل 
+
+179
+00:13:44,630 --> 00:13:49,930
+مشكلة بده عملته هو طب
+
+180
+00:13:49,930 --> 00:13:56,290
+مش العملة في تركيا ليرة، ليرة، ليرة تركية، ممتاز،
+
+181
+00:13:56,290 --> 00:14:04,770
+زي الليرة السورية، نعم، في حاجة عندك؟ برمو ميت
+
+182
+00:14:04,770 --> 00:14:07,890
+ليرة؟
+
+183
+00:14:07,890 --> 00:14:11,090
+ليرة
+
+184
+00:14:11,090 --> 00:14:14,090
+تركية ولاش؟ نعم، ماشي إن شاء الله، والله أنا كان 
+
+185
+00:14:14,090 --> 00:14:17,830
+عندي بس مش عارفة مدتهم ما هو مهام ملزموش بفقد تكون
+
+186
+00:14:17,830 --> 00:14:27,410
+متفوقة؟ ماشي إن شاء الله نكمل نخبّيهم
+
+187
+00:14:27,410 --> 00:14:38,170
+لما تسافر على تركيا بتلاقيهم إن شاء الله رقم
+
+188
+00:14:38,170 --> 00:14:44,070
+اثنين يا شيمات فضلي بتواجهنا المشكلة غير عملات،
+
+189
+00:14:44,070 --> 00:14:47,330
+اختلاف عملاتنا كل واحدة لعملة، اللي هي الاختلاف في
+
+190
+00:14:47,330 --> 00:14:50,770
+القوانين والدراهم، بتفضل تختلف الدول فيما بينها في
+
+191
+00:14:50,770 --> 00:14:53,830
+الأنظمة التقنية اللي بتتحكم في عمل المنشأة وكذلك في
+
+192
+00:14:53,830 --> 00:14:57,030
+المعاملة الضريبية وهذا الاختلاف بيأثر على اتفاقات
+
+193
+00:14:57,030 --> 00:14:59,650
+وقرارات خاصة بالوصول على الهيكل المالي وعلى
+
+194
+00:14:59,650 --> 00:15:02,990
+المنشأة بسهولة عامة زي إيش القوانين يا أخوات؟ زي
+
+195
+00:15:02,990 --> 00:15:08,170
+القوانين للحصول على ترخيص إحنا نعمل شركة منتجة 
+
+196
+00:15:08,170 --> 00:15:13,080
+دولية، بدنا ننشرها طبيعة القانون هنتبقى، كل دولة
+
+197
+00:15:13,080 --> 00:15:18,540
+إلها قوانين ترخيص مختلفة قانون الضرائب، قانون 
+
+198
+00:15:18,540 --> 00:15:20,880
+الضرائب على الأرباح والسلع برضه مختلف من دولة إلى 
+
+199
+00:15:20,880 --> 00:15:24,820
+أخرى، لازم نكون عارفينه أسعار الفوائد لو ناخد ديون
+
+200
+00:15:24,820 --> 00:15:31,340
+من البنوك، مختلف من دولة إلى أخرى أيضًا العمال،
+
+201
+00:15:31,340 --> 00:15:34,680
+الموظفين اللي في الشركة، بدهم يتبقوا عليهم قوانين
+
+202
+00:15:34,680 --> 00:15:38,760
+النقابات أو بدهم يتبقوا عليهم قوانين الدولة اللي
+
+203
+00:15:38,760 --> 00:15:43,030
+هم يتبعونها واضح إن العمل في شركات متعددة الجنسيات
+
+204
+00:15:43,030 --> 00:15:47,170
+معقد شوية مش هيربك هيك لأنه كذا جنسية يعني كذا دولة
+
+205
+00:15:47,170 --> 00:15:53,110
+يعني كده إيش، كده قوانين ثلاثة، شو كانتش هي معاك؟
+
+206
+00:15:53,110 --> 00:16:02,910
+بوتاينة، ثلاثة لو سمحتي في عيننا
+
+207
+00:16:02,910 --> 00:16:06,090
+الاتصال
+
+208
+00:16:06,090 --> 00:16:11,470
+في الـ multinational نوعين الاتصال داخل الشركة يتم 
+
+209
+00:16:11,470 --> 00:16:16,090
+الاعتماد على اللغة الإنجليزية إِذا على طول بنا
+
+210
+00:16:16,090 --> 00:16:20,810
+نعمل شركة متعاقدة للإنجليزيات معدودة مع عدة ناس من
+
+211
+00:16:20,810 --> 00:16:22,870
+الجامعات مختلفة اللغة بنا اعتمادها اللغة الإنجليزية 
+
+212
+00:16:22,870 --> 00:16:26,350
+عشان هيك عن نشاط أساسي كل موظفي لازم يكونوا بيع
+
+213
+00:16:26,350 --> 00:16:32,430
+تثرميز عشان يتكلموا مع بعض، نهيئة؟ العلاقات
+
+214
+00:16:32,430 --> 00:16:33,270
+الاجتماعية
+
+215
+00:16:35,710 --> 00:16:39,590
+أفرض الشركة بتاعتنا متعددة الجنسيات مقارها في الصين
+
+216
+00:16:39,590 --> 00:16:44,970
+هلاقي غالبية الموظفين من الصين وبيكونوا بيحكوا
+
+217
+00:16:44,970 --> 00:16:49,850
+لغتين لغة الصين اللي هي اللغة المحلية واللغة 
+
+218
+00:16:49,850 --> 00:16:54,090
+الإنجليزية بالإضافة لللغة الإنجليزية واللغة
+
+219
+00:16:54,090 --> 00:16:59,190
+المحلية يكون عندنا لغة الجسد لازم آخد بالي من لغة
+
+220
+00:16:59,190 --> 00:17:07,790
+إيش؟ الجسد كيف يعني لغة الجسد؟ في بعض الشغلات مش 
+
+221
+00:17:07,790 --> 00:17:11,890
+شائعة بين الناس مثل الإشارة هذه لكن أنا bye هي
+
+222
+00:17:11,890 --> 00:17:15,530
+أتمنى تعالى بس في بعض الشغلات ثاني لأ في بعض
+
+223
+00:17:15,530 --> 00:17:19,810
+الحركات ممكن تسبب مشاكل فلازم نكون حذرين إذا 
+
+224
+00:17:19,810 --> 00:17:24,810
+اختلاف اللغة اللغة المشتركة بين جميع الشركات
+
+225
+00:17:24,810 --> 00:17:27,510
+متعددة الجنسيات وموظفيها هي اللغة الإنجليزية 
+
+226
+00:17:27,510 --> 00:17:32,880
+عشان ذلك شرط أساسي أن يكون الموظفين يجيبوا لغة إنجليزية
+
+227
+00:17:32,880 --> 00:17:39,500
+كتابة وقراءة واستماع وحوار داخل أو بين الموظفين
+
+228
+00:17:39,500 --> 00:17:42,040
+بتكون اللغة المحلية المشاركة زي ما حكينا مثلًا
+
+229
+00:17:42,040 --> 00:17:46,900
+الشركة بتاعتنا في فرنسا هتكون إنجليزي وفرنسا كمان هتكون عندنا لغة الجسد مع شوية قاش وشوية
+
+230
+00:17:46,900 --> 00:17:52,620
+تحفظات عليها شو كان هو بدايناه؟ رقم أربعة إيش 
+
+231
+00:17:52,620 --> 00:17:57,920
+كمان صعوبات بتواجهني لما أسس دولة متعددة الجنسيات؟
+
+232
+00:17:57,920 --> 00:18:03,100
+تفضلي لأفسنا إنتي أسلاف المقاطع على مستوى الدولة،
+
+233
+00:18:03,100 --> 00:18:07,440
+طبعًا فيش حاجة، طبعًا فيش حاجة، طبعًا فيش حاجة،
+
+234
+00:18:07,440 --> 00:18:12,540
+طبعًا فيش حاجة، طبعًا فيش حاجة، طبعًا فيش حاجة،
+
+235
+00:18:12,540 --> 00:18:13,720
+طبعًا فيش حاجة، طبعًا فيش حاجة، طبعًا فيش حاجة،
+
+236
+00:18:13,720 --> 00:18:14,680
+طبعًا فيش حاجة، طبعًا فيش حاجة، طبعًا فيش حاجة،
+
+237
+00:18:14,680 --> 00:18:19,440
+طبعًا فيش حاجة، طبعًا فيش حاجة، طبعًا فيش الحاج
+
+238
+00:18:28,590 --> 00:18:33,050
+الاختلاف الثقافي، بتؤثر الثقافة على ممارسات الأعمال
+
+239
+00:18:33,050 --> 00:18:36,930
+واتجاهات الأفراد تجاه الأنشطة المختلفة للعمل.
+
+240
+00:18:37,410 --> 00:18:40,730
+الثقافة هي بدائل التصرفات السلوكية والمعتقدات
+
+241
+00:18:40,730 --> 00:18:45,790
+والاتجاهات الجماعة، وهي أيضًا القوة المحركة
+
+242
+00:18:45,790 --> 00:18:50,110
+للمجتمع. عندنا يا أخوات الاختلاف الثقافي اتطرقنا له اللي
+
+243
+00:18:50,110 --> 00:18:53,010
+قبل هيك في مصدق نظم المعلومات اللي هو التنوع 
+
+244
+00:18:53,010 --> 00:18:57,550
+الثقافي ماشي الموظفين اللي عندي جايين من بيئات
+
+245
+00:18:57,550 --> 00:19:00,130
+مختلفة من دول مختلفة فهيكون كل واحد إله ثقافة
+
+246
+00:19:00,130 --> 00:19:03,570
+غير عن التاني مثلًا لو أنا بشغل في شركة
+
+247
+00:19:03,570 --> 00:19:07,450
+متعددة الجنسيات وفيها مسلمين المسلمين هدول هيجي 
+
+248
+00:19:07,450 --> 00:19:10,450
+عندهم شهر بيسموه شهر رمضان بيكونوا صائمين فيه
+
+249
+00:19:10,450 --> 00:19:13,490
+فالأصل مدير الشركة يكون عارف إن في عنده مسلمين
+
+250
+00:19:14,210 --> 00:19:17,710
+بيكونوا صائمين في النهار وبيفطروا في الليل فيحاول
+
+251
+00:19:17,710 --> 00:19:22,070
+مثلًا يخليهم يغادروا قبل المرات مثلًا ويحاول كمان في
+
+252
+00:19:22,070 --> 00:19:26,270
+النهار ما يجلش عليهم في الشغل على سبيل المثال أيضًا 
+
+253
+00:19:26,270 --> 00:19:29,970
+بعد رمضان بيكون عند المسلمين عيد الفطر بيعطيهم 
+
+254
+00:19:29,970 --> 00:19:35,050
+إجازة يومين ثلاثة أيام وهكذا هذا بنسميه إيش؟
+
+255
+00:19:35,050 --> 00:19:39,670
+بنسميه تنوع ثقافي بس بطلع المسلمين وبعطيهم إجازة
+
+256
+00:19:39,670 --> 00:19:43,780
+بجيت للمش مسلمين أخليهم في الشغل ما لهم مش داعي وبعد 
+
+257
+00:19:43,780 --> 00:19:47,820
+شوية بيجينا لـ Christmas، نفس القصة، بنطلع النصارى،
+
+258
+00:19:47,820 --> 00:19:49,960
+بنخليهم ياخدوا إجازة، بنخلي المسلمين في الشغل، هذا
+
+259
+00:19:49,960 --> 00:19:54,260
+بنسميه تنوع إيش، تنوع، ثقافي، بعض الدول عندها لما
+
+260
+00:19:54,260 --> 00:19:58,160
+يصير حالة وفاة قريبة من الدرجة الأولى كأب أو أم أو
+
+261
+00:19:58,160 --> 00:20:04,640
+أخ أو ابن، بتكون بياخدوا إجازة ثلاثة أيام، في 
+
+262
+00:20:04,640 --> 00:20:06,940
+الشركات متعددة الجنسيات، لازم نراعي الأشياء 
+
+263
+00:20:06,940 --> 00:20:11,220
+هذه، لما ندخلش في حاجة اسمها صدام ثقافي مش عشان
+
+264
+00:20:11,220 --> 00:20:13,520
+شركة هو بيشتغل معانا إحنا نتحكم فيهم خلاص عندهم
+
+265
+00:20:13,520 --> 00:20:17,020
+ثلاثة أيام حداد بنعطيهم ثلاثة أيام عندهم مناسبات 
+
+266
+00:20:17,020 --> 00:20:21,480
+معينة بنعطيها إليهم ما المقصود بالثقافة؟ الثقافة
+
+267
+00:20:21,480 --> 00:20:26,700
+عبارة عن معتقدات عبارة عن تصرفات معينة بتحكم 
+
+268
+00:20:26,700 --> 00:20:33,440
+تصرفات الإنسان على سبيل المثال عندنا الناس في أمريكا
+
+269
+00:20:33,440 --> 00:20:38,630
+أو الأمريكان بيحبوا يغامروا ويخاطروا وعشان هيك ممكن
+
+270
+00:20:38,630 --> 00:20:42,250
+تلاقي طالع على قمة أعلى جبل في العالم، أنتِ لو 
+
+271
+00:20:42,250 --> 00:20:50,710
+ماكنتيش بتعمليش هيك، ليش؟ بتخافي،
+
+272
+00:20:50,710 --> 00:20:54,690
+واضح؟ الشعب الأمريكي بيحب المخاطر، بيحب المخاطر 
+
+273
+00:20:54,690 --> 00:20:57,750
+المغامرة، بيحبوا يجازفوا يعني، بينما الشعب 
+
+274
+00:20:57,750 --> 00:21:02,180
+الألماني على سبيل المثال لأ تلاقي واحد ألماني بيطلع
+
+275
+00:21:02,180 --> 00:21:02,980
+واحد أمريكي بيطلع واحد أمريكي بيطلع واحد أمريكي
+
+276
+00:21:02,980 --> 00:21:03,060
+بيطلع واحد أمريكي بيطلع واحد أمريكي بيطلع
+
+277
+00:21:03,060 --> 00:21:03,280
+أمريكي بيطلع واحد أمريكي بيطلع واحد أمريكي بيطلع
+
+278
+00:21:03,280 --> 00:21:05,180
+واحد أمريكي بيطلع واحد أمريكي بيطلع واحد أمريكي
+
+279
+00:21:05,180 --> 00:21:09,080
+بيطلع واحد أمريكي بيطلع واحد أمريكي بيطلع واحد
+
+280
+00:21:09,080 --> 00:21:12,180
+أمريكي 
+
+281
+00:21:12,180 --> 00:21:21,300
+بتطلع وواحد أمريكي بتطلع وواحد
+
+282
+00:21:21,300 --> 00:21:25,140
+أمريكي بتطلع
+
+283
+00:21:25,140 --> 00:21:31,880
+وواحد أمريكي بتطلع وواحد أمريكيالاختلاف في الأنظمة
+
+284
+00:21:31,880 --> 00:21:35,780
+الاقتصادية النظام الاقتصادي يحدد كيف تقوم الدولة 
+
+285
+00:21:35,780 --> 00:21:39,920
+بحجم مواردها لإنتاج السلع والخدمات وكان هناك
+
+286
+00:21:39,920 --> 00:21:44,340
+نظامين اقتصاديين أساسيين هما النظام المخطط مركزيا
+
+287
+00:21:44,340 --> 00:21:49,520
+ونظام السوق نظام السوق الحر لو سمحت كمليها هالي
+
+288
+00:21:49,520 --> 00:21:53,540
+النظام المخطط مركزي اللي هو ما نسميه نظام الـ
+
+289
+00:21:53,540 --> 00:22:01,120
+اللي موجود في الصين وروسيا بميله دكتاتوريةكل حاجة
+
+290
+00:22:01,120 --> 00:22:07,140
+بتكون بيد الحكومة لنظام السوق أو نظام الاقتصاد
+
+291
+00:22:07,140 --> 00:22:11,020
+المخطط المركزي اللي هي الـ dictatorship ايش عن الـ
+
+292
+00:22:11,020 --> 00:22:14,620
+dictatorship؟ كل حاجة بيد الحكومة الـ 6Ms اللي هي
+
+293
+00:22:14,620 --> 00:22:18,780
+الموارد اللي بتكون مع الحكومة أسعار الفائدة أسعار
+
+294
+00:22:18,780 --> 00:22:24,740
+الصرف بتكون كلها تحت سيطرة الـ الحكومة والسوق
+
+295
+00:22:24,740 --> 00:22:29,660
+كمان، السوق بتحكم فيهابينما السوق الحر اللي هي زي
+
+296
+00:22:29,660 --> 00:22:35,100
+النظام الأمريكي الرأسمالي نظام الـ أمريكي إذا
+
+297
+00:22:35,100 --> 00:22:37,840
+نكتشفنا مع بعض عندنا الأنظمة الاقتصادية العالمية
+
+298
+00:22:37,840 --> 00:22:43,340
+نوعية إما نظام زي اللي في روسيا والصين شبهناه أو
+
+299
+00:22:43,340 --> 00:22:46,040
+نظام زي اللي في مين زي اللي في أمريكا اللي احنا
+
+300
+00:22:46,040 --> 00:22:49,880
+بنسميه الرأسمالي أو السوق الحر واضح يا أخوات ولا
+
+301
+00:22:49,880 --> 00:22:52,240
+عيدها معايا ولا كيف الوضع؟ معايا
+
+302
+00:22:55,630 --> 00:22:59,230
+شكرا يا ناضي، تفضلي، لابسة نضارة جورنالك ثاني
+
+303
+00:22:59,230 --> 00:23:04,470
+شجوع؟ أه أه، تفضلي ستة، اختلاف المخاطر على مستوى
+
+304
+00:23:04,470 --> 00:23:08,170
+الدولة، تختلف الدول فيما بينها من حيث مستوى
+
+305
+00:23:08,170 --> 00:23:11,430
+المخاطر، فمثلا الأنظمة الملكية لديها الفرصة
+
+306
+00:23:11,430 --> 00:23:15,530
+للانتصار الأنظمة الملكية الأنظمة الملكية لديها
+
+307
+00:23:15,530 --> 00:23:20,330
+الحرية اللي هي التابعة لدول مملكة، زي المملكة
+
+308
+00:23:20,330 --> 00:23:24,450
+المتحدةتضييع الحرية أن تضع أو تستعبد .. أو تستعبد
+
+309
+00:23:24,450 --> 00:23:27,650
+عدد قيود من الأعمال وهذه يؤثر على التفاقات
+
+310
+00:23:27,650 --> 00:23:32,010
+المقدمة وعلى قيمة المانش أبدا ككل وهذه المخاطر
+
+311
+00:23:32,010 --> 00:23:35,590
+ترجع إلى عالم التأكد السياسي الخاص في الدولة اللي
+
+312
+00:23:35,590 --> 00:23:38,730
+قولتها في عندنا يا أخوات قاعدة مالية اسمها رأس
+
+313
+00:23:38,730 --> 00:23:45,730
+المال جبان ايش القاعدة بتقول؟ رأس المال جبان ايش
+
+314
+00:23:45,730 --> 00:23:50,420
+يعني رأس المال جبان؟ ده سؤال ما المقصود؟ بنظرية أو
+
+315
+00:23:50,420 --> 00:23:56,400
+قاعدة رأس المال جبان؟ مين يشرحلنا إياها؟
+
+316
+00:23:56,400 --> 00:24:09,780
+مين يشرحها؟ تهلا مين يحاول رأس المال جبان؟ تفضلي
+
+317
+00:24:09,780 --> 00:24:13,920
+يعني أنا كمستثمرة ما بحبش أحط رأس مالي في .. في منطقة
+
+318
+00:24:13,920 --> 00:24:18,720
+فيها عدم .. عدم استقرار أو فيها محاطر أعطينا مثال
+
+319
+00:24:19,210 --> 00:24:22,890
+مثلا عندنا في غزة ما فيش حد كتير بيحب يستثمر هنا
+
+320
+00:24:22,890 --> 00:24:26,690
+لأن الحرب ممكن أنها تكون في أي بلد و .. ما شاء الله
+
+321
+00:24:26,690 --> 00:24:30,150
+شكرا على الإجابة رأس المال اللي مقصود بيها أن
+
+322
+00:24:30,150 --> 00:24:36,810
+رؤوس الأموال تهرب من أي دولة المخاطر فيها مرتفعة
+
+323
+00:24:36,810 --> 00:24:41,090
+آه ده البركين والسلام المقصود بالمخاطر هان اللي هي
+
+324
+00:24:41,090 --> 00:24:45,970
+الحروب المقصود بالمخاطر هان اللي هي الانقلابات
+
+325
+00:24:45,970 --> 00:24:51,660
+الانقلابات السياسيةالمقصود بالمخاطر وعدم وجود أمن
+
+326
+00:24:51,660 --> 00:24:55,380
+هل
+
+327
+00:24:55,380 --> 00:24:58,440
+ممكن لو أنتِ إن شاء الله مستثمرة تروحي تستثمري في
+
+328
+00:24:58,440 --> 00:25:04,220
+سوريا الأيام هذه؟ لا، ليش؟ ما تروحي؟ قبل عدة سنوات
+
+329
+00:25:04,220 --> 00:25:08,580
+كان ممكن تروحي، لكن الآن لا، لما عندهم حرب؟ إذا
+
+330
+00:25:08,580 --> 00:25:14,660
+بمجرد رأس المال قاعد وبينمو، بيتكاثر، بيربح، بمجرد
+
+331
+00:25:14,660 --> 00:25:19,810
+ما تقوم الحرب، بيطلع على طول من البلد، بيهربعشان هيك
+
+332
+00:25:19,810 --> 00:25:24,430
+بنسميه رأس المال جبان، بنسميه رأس المال ايش؟ جبان،
+
+333
+00:25:24,430 --> 00:25:28,190
+لأنه مجرد وقوع الحرب أو الانقلاب أو عدم استقرار
+
+334
+00:25:28,190 --> 00:25:30,650
+الوضع السياسي والاقتصادي، على طول الأموال اللي
+
+335
+00:25:30,650 --> 00:25:33,770
+بتخرج من الدولة، بتبحث عن دولة أكثر استقرارا وأكثر
+
+336
+00:25:33,770 --> 00:25:38,430
+هدوء، بيحكي لنا الدول من حياتهم استقرار، خد بالك احنا
+
+337
+00:25:38,430 --> 00:25:41,210
+احنا بنتكلم عن مخاطر الدول، مخاطر بشكل عام، بنتكلمش عن
+
+338
+00:25:41,210 --> 00:25:46,310
+المخاطر الماليةاحنا ما أخذنا قبل هيك هناك علاقة
+
+339
+00:25:46,310 --> 00:25:49,230
+طردية بين العائد والمخاطرة مش هاللي اللي بنحكي
+
+340
+00:25:49,230 --> 00:25:52,850
+عنها فانا زي ما حكيت الحروب الانقلابات شغلتها دي
+
+341
+00:25:52,850 --> 00:25:55,710
+الدول بتختلف في ما بينها من حيث مستوى المخاطر
+
+342
+00:25:55,710 --> 00:25:59,850
+بتختلف من دولة إلى ايش دولة من المخاطر اللي ممكن
+
+343
+00:25:59,850 --> 00:26:02,910
+تهددنا اللي هي دكتاتورية بعض الأنظمة في بعض الدول
+
+344
+00:26:02,910 --> 00:26:07,170
+بتفرض علينا قيود، بتفرض علينا قيود كتيرة فاحنا
+
+345
+00:26:07,170 --> 00:26:11,660
+بنقول لها إننا طفح الكيلبنشيل أموالنا وأصولنا
+
+346
+00:26:11,660 --> 00:26:15,080
+ونروحها دولة ثانية فيها حرية أكثر في مواردها وزارة
+
+347
+00:26:15,080 --> 00:26:22,540
+العمل التجاري إذا .. إذا كنا أنا وياكوا كل واحد
+
+348
+00:26:22,540 --> 00:26:28,220
+فينا من جنسية مختلفة هندور على دولة مين فينا أكثر
+
+349
+00:26:28,220 --> 00:26:35,460
+استقرارا سياسيا واقتصاديا أكثر حرية تجارية وأكثر
+
+350
+00:26:35,460 --> 00:26:39,080
+ديمقراطية روحنا ما فيها الشركة بتاعتنا ليش؟ هروبا من
+
+351
+00:26:39,080 --> 00:26:43,040
+مخاطر بعض الدول تتدخل في العمل التجاري بشكل مباشر
+
+352
+00:26:43,040 --> 00:26:48,060
+أو بتفرض قوانين بتقيد شغلنا واضحة ولا عيدها؟ عيدها
+
+353
+00:26:48,060 --> 00:26:52,660
+ثاني؟ معايا ولا مش معايا أنتوا؟ لدي شعور أنكم ما
+
+354
+00:26:52,660 --> 00:26:58,240
+زلتوا مستوعبين بس سكت نهار نعم يا أنتِ؟ بس سكت
+
+355
+00:26:58,240 --> 00:27:01,640
+نهار سكت؟ بس بس بس بس بس بس بس بس بس بس بس بس بس
+
+356
+00:27:01,640 --> 00:27:04,370
+بس بس بس بس بس بس بس بس بس بس بس بس بس بسعشان
+
+357
+00:27:04,370 --> 00:27:07,150
+ذلك كثير من الناس بيفضلوا يعملوا شركاتهم أو كثير من
+
+358
+00:27:07,150 --> 00:27:11,110
+الشركات العالمية المشهورة بتلاقي أنه مقارها
+
+359
+00:27:11,110 --> 00:27:17,370
+الرئيسي في أمريكا زي مين مثلا؟ زي مين شركات مشهورة
+
+360
+00:27:17,370 --> 00:27:25,000
+مقارها الرئيسي في أمريكا؟ زي مين؟ زي آبلاللي بتصنع
+
+361
+00:27:25,000 --> 00:27:28,460
+اللي هو ايش؟ الـ iPhone 6؟ زي General Motors اللي
+
+362
+00:27:28,460 --> 00:27:32,460
+ساوي حكينا عنه ماشي وين في استقرار بيروح؟ ما في
+
+363
+00:27:32,460 --> 00:27:37,680
+استقرار مش بيروح برقض ل في مكان ممكن مصالية ضيقة الـ
+
+364
+00:27:37,680 --> 00:27:41,980
+band السابع طبعا الأخوات عدم التأكل السياسي اللي
+
+365
+00:27:41,980 --> 00:27:45,660
+هو المقصود فيه الاستقرار السياسي عدم التأكل
+
+366
+00:27:45,660 --> 00:27:50,320
+السياسي اللي هو الاستقرار ايش؟ السياسي تفضلي إيمان
+
+367
+00:27:50,320 --> 00:27:54,480
+طبعا أهداف إدارة ضمن الدوليةعنا يا أخوات من
+
+368
+00:27:54,480 --> 00:27:58,500
+الصعوبات اللي بتواجهني لما أجي أؤسس شركة متعددة
+
+369
+00:27:58,500 --> 00:28:06,020
+الجنسيات اختلاف أهدافنا احنا مجموعة شركاء شركاء كل
+
+370
+00:28:06,020 --> 00:28:08,920
+واحد من بلد نشوف كيف أهدافنا بتختلف، تفضل يا
+
+371
+00:28:08,920 --> 00:28:12,400
+أسمع،
+
+372
+00:28:12,400 --> 00:28:19,070
+اتفضل إيمانالهدف الأساسي للإدارة الألمانية هو تعظيم
+
+373
+00:28:19,070 --> 00:28:21,670
+.. تعظيم .. تعظيم .. تعظيم .. هو تعظيم إدارة
+
+374
+00:28:21,670 --> 00:28:24,150
+التجارب التاريخية اللي هو المقصود فيها تعظيم
+
+375
+00:28:24,150 --> 00:28:28,910
+الأرباح يعني وهذا ما يدفع إدارة الـ الإدارة إلى
+
+376
+00:28:28,910 --> 00:28:34,890
+تكتيك وتجميع أكبر ثروة ممكنةأيوة؟ لحماية الأسهم
+
+377
+00:28:34,890 --> 00:28:40,190
+العادية وهذا هو الهدف المقبول للمدير الألماني الذي
+
+378
+00:28:40,190 --> 00:28:44,850
+يعمل في أي دولة أوروبية دولة أوروبية لو حكينا
+
+379
+00:28:44,850 --> 00:28:50,190
+أمريكا ماشي إذا كنت أنت إن شاء الله مدير من الشركة
+
+380
+00:28:50,190 --> 00:28:53,270
+المتعددة الجنسيات يكون هدفك الأساسي تعظيم ثروة
+
+381
+00:28:53,270 --> 00:28:58,980
+الملاك يعني تعظيم القيمة الاسمية لأسهم في السوقكيف
+
+382
+00:28:58,980 --> 00:29:05,160
+يتم تعظيم ثروة الملاك عن طريق تحقيق أقصى ربح ممكن
+
+383
+00:29:05,160 --> 00:29:09,340
+حققنا أقصى ربح ممكن للشركة بتاعتنا بزيادة قيمة
+
+384
+00:29:09,340 --> 00:29:12,860
+الأسهم تتعظم ثروة أصحاب الملاك إذا انتهت الشغلات
+
+385
+00:29:12,860 --> 00:29:16,380
+تحقيق أقصى ربح ممكن اللي احنا بنسميه تعظيم الربحية
+
+386
+00:29:16,380 --> 00:29:21,280
+بترتّب عليه ارتفاع القيمة السوقية للسهم والله السهم
+
+387
+00:29:21,280 --> 00:29:25,500
+اللي في البورصة بيرتفع بترتّب عليه تعظيم ثروة أصحاب
+
+388
+00:29:25,500 --> 00:29:30,240
+الملاك لما تيجي على جوجل تفتحي موقع الفيسبوك
+
+389
+00:29:30,240 --> 00:29:34,600
+بيطلع لك ناحية يديك اليسار جداش سعر السهم تبع
+
+390
+00:29:34,600 --> 00:29:38,100
+الفيسبوك كل يوم إذا كان مرتفع بيكون مكتوب باللون
+
+391
+00:29:38,100 --> 00:29:42,640
+الأخضر وشارة سهم صغيرة للأعلى إذا كان منخفض بيكون
+
+392
+00:29:42,640 --> 00:29:47,580
+نازل بيكون باللون الأحمر والسهم نازل للأسفل معناه
+
+393
+00:29:47,580 --> 00:29:54,000
+منخفض إذا لما أحقق أكثر ربح ممكن بقدر أكتعظيم ثروة
+
+394
+00:29:54,000 --> 00:29:59,560
+الملاك والعكس صحيحواضح يا أخوات؟ واضح ولا عيدها؟
+
+395
+00:29:59,560 --> 00:30:07,000
+واضح ايه ده انت سؤال؟ ماشي مازلنا في نفس النقطة
+
+396
+00:30:07,000 --> 00:30:16,100
+اللي هي رقم سبعة قبل نقول السؤال؟ يلا يا إيمان مش
+
+397
+00:30:16,100 --> 00:30:21,460
+شايفة أمتي؟ ماشي تفضلي ولكن هذا الهدف صعب يختلف
+
+398
+00:30:21,460 --> 00:30:24,750
+بالنسبة للمديرين في مناطق أخرىاحنا اتفاقنا على هدف
+
+399
+00:30:24,750 --> 00:30:27,990
+أساسي اللي هو تعظيم الأرباح، تعظيم القيمة الاسمية،
+
+400
+00:30:27,990 --> 00:30:32,030
+تعظيم ايش؟ أو تعظيم القيمة السوقية، تعظيم ثروة
+
+401
+00:30:32,030 --> 00:30:36,350
+الملاك، طب وين المشكلة؟ هتفضليولكن .. ولكن هذا
+
+402
+00:30:36,350 --> 00:30:38,990
+الهدف سوف يختلف بالنسبة للمديرين في مناطق أخرى
+
+403
+00:30:38,990 --> 00:30:42,390
+في العالم مثلا في بعضه الاتحاد الأوروبي مثل فرنسا
+
+404
+00:30:42,390 --> 00:30:45,630
+وألمانيا فإن الهدف الأساسي يكون تعظيم ثروة
+
+405
+00:30:45,630 --> 00:30:49,050
+المؤسسة أكثر كله وهذا من شانهم معاملة الملاك في
+
+406
+00:30:49,050 --> 00:30:53,230
+باقي الأقاليم الأخرى أصحاب المصادر وفي الصين .. في
+
+407
+00:30:53,230 --> 00:30:58,030
+ناس عندهم وجهة نظر أخرى لو احنا عظمنا ثروة المؤسسة
+
+408
+00:30:58,030 --> 00:31:01,490
+كلها بعضها من غير الملاك، هتتعبر ثروة الملاك
+
+409
+00:31:02,100 --> 00:31:04,560
+اللي هو وجهة نظر في دول الاتحاد الأوروبي وجهة
+
+410
+00:31:04,560 --> 00:31:10,520
+نظرهم بدنا ايش زي تا وقولنا تعظيم هان احنا لما
+
+411
+00:31:10,520 --> 00:31:13,960
+قولنا ألمانيا قولنا أمريكا تعظيم ثروة ايش؟
+
+412
+00:31:13,960 --> 00:31:16,960
+الملاكإذا بنيجي على الاتحاد الأوروبي بنقول لا
+
+413
+00:31:16,960 --> 00:31:21,140
+تعظيم ثروة المؤسسة ككل ومن ثم ثروة الملاك
+
+414
+00:31:21,140 --> 00:31:25,680
+واضح الفرق؟ في أمريكا مباشرة اعترفت الملاك اصحاب
+
+415
+00:31:25,680 --> 00:31:31,460
+المشروع أو الشركة في الاتحاد الأوروبي لا تعظيم ثروة
+
+416
+00:31:31,460 --> 00:31:36,560
+المؤسسة وبعد هيك مين وبعد هيك الملاك ففي الصين
+
+417
+00:31:36,560 --> 00:31:39,580
+ايش بيحكوا؟ وفي الصين التي تقوم بإجراء التحول
+
+418
+00:31:39,580 --> 00:31:42,660
+نحو اقتصاد السوق فهناك فرق كبير بين المنشآت
+
+419
+00:31:42,660 --> 00:31:46,280
+الحكومية والخاصة شيء طبيعي فمع أن هناك تقلص في
+
+420
+00:31:46,280 --> 00:31:49,060
+المنشآت الحكومية اللي أن الهدف الأساسي لها هو 
+
+421
+00:31:49,060 --> 00:31:52,760
+التخلص من البطالة على المستوى القومي أما المنشآت
+
+422
+00:31:52,760 --> 00:31:56,580
+الخاصة فهي تركز على تعظيم القيمة، الشيء الطبيعي يا 
+
+423
+00:31:56,580 --> 00:31:59,240
+أخوات أن الحكومة الصينية يكون هدفها الأساسي من
+
+424
+00:31:59,240 --> 00:32:02,580
+إنشاء مشاريع واستقبال مشاريع لديها، التخلص من
+
+425
+00:32:02,580 --> 00:32:06,200
+البطالة، خاصة إن عندهم عدد سكان جارسه مليار نسمة،
+
+426
+00:32:06,200 --> 00:32:10,500
+ماشي؟ بينما القطاعات الخاصة، ما هي اللي هتوظف 
+
+427
+00:32:10,500 --> 00:32:16,160
+الناس، ومن ثم هتخلص من البطالة، الهدف الأساسي 
+
+428
+00:32:16,160 --> 00:32:18,880
+للقطاع الخاص في الصين،  زباق دول العالم، اللي هو
+
+429
+00:32:18,880 --> 00:32:22,320
+تعظيم مرتبط بالمولاناك، اللي هي مرة تانية تعظيم
+
+430
+00:32:22,320 --> 00:32:27,860
+القيمة السوقية للأسهم العالية، ببساطة يا أخوات،
+
+431
+00:32:27,860 --> 00:32:32,100
+بأربح قيمة السهم في السوق بالزيادة في البورصة لتعظم 
+
+432
+00:32:32,100 --> 00:32:35,780
+ثروة إيش؟ المولاك، الدول القوانينها بتختلف، أمريكا 
+
+433
+00:32:35,780 --> 00:32:39,580
+بتحكي هطول عن ثروة المولاك، ابتدائي الأوروبي بيحكي
+
+434
+00:32:39,580 --> 00:32:45,300
+عن هدف تعظيم ثروة المؤسسة ومن ثم المولاك، الدولة
+
+435
+00:32:45,300 --> 00:32:48,740
+كالصين تطمح لأن تكون .. إن شاء الله في السنوات
+
+436
+00:32:48,740 --> 00:32:51,180
+القادمة هتكون الصين الاقتصاد .. الاقتصاد رقم واحد
+
+437
+00:32:51,180 --> 00:32:54,360
+على مستوى العالم، بتطمح للتخلص من البطولة من ناحية 
+
+438
+00:32:54,360 --> 00:32:56,620
+القطاع .. عفوا، من البطالة من ناحية القطاع العام
+
+439
+00:32:56,620 --> 00:33:00,780
+ومن .. و تطمح أيضا لتعظيم القيمة السوقية الأسهم 
+
+440
+00:33:00,780 --> 00:33:04,340
+العادية بالنسبة لقطاع الخاص، واضحة الصعوبات ولا
+
+441
+00:33:04,340 --> 00:33:07,540
+عيدها؟ بنرجعها مع بعض المحاضرة القادمة، في أي سؤال
+
+442
+00:33:07,540 --> 00:33:09,460
+إن شاء الله؟ يعطيكم العافية 
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/dKsMnDYGgpw_raw.json b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/dKsMnDYGgpw_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..148b141cadba04c396710c022e515733120a55c6
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/dKsMnDYGgpw_raw.json
@@ -0,0 +1 @@
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لسه شكات وابصراش، بيكون عندك الدمام المدينة، واضحة ولا عيدها؟ لتوقف عندها تحدثى عن أنواع تكاليف المخزون", "tokens": [10721, 15042, 11933, 15730, 25961, 43242, 7578, 4724, 40228, 8717, 28543, 7578, 4724, 1829, 30544, 43242, 8315, 32748, 2304, 10943, 2423, 33599, 9673, 3215, 9957, 3660, 6225, 25708, 11296, 22807, 8608, 3224, 1211, 49429, 20328, 3615, 3555, 22807, 11933, 15730, 25961, 29739, 40228, 6388, 12399, 4724, 1829, 30544, 43242, 4117, 32748, 16373, 25720, 6055, 33753, 32748, 2304, 10943, 2423, 33599, 9673, 3215, 9957, 3660, 12399, 11933, 15730, 25961, 5551, 7435, 1211, 4032, 5296, 3794, 3224, 13412, 4117, 9307, 4032, 16758, 9381, 2288, 33599, 12399, 4724, 1829, 30544, 43242, 4117, 32748, 2304, 10943, 9673, 3215, 9957, 3660, 12399, 4032, 46958, 5016, 3660, 49429, 6225, 25708, 11296, 22807, 5296, 2655, 30543, 5172, 43242, 11296, 6055, 24401, 12984, 7578, 18871, 14739, 14407, 3615, 6055, 4117, 6027, 33911, 9673, 9778, 11622, 11536], "avg_logprob": -0.2346172480620155, "compression_ratio": 2.207547169811321, "no_speech_prob": 5.960464477539063e-08, "words": [{"start": 2622.09, "end": 2622.47, "word": "أما", "probability": 0.976318359375}, {"start": 2622.47, "end": 2622.73, "word": " إذا", "probability": 0.947265625}, {"start": 2622.73, "end": 2623.01, "word": " كان", "probability": 0.99072265625}, {"start": 2623.01, "end": 2623.37, "word": " عندى", "probability": 0.715087890625}, {"start": 2623.37, "end": 2623.51, "word": " بيع", "probability": 0.979248046875}, {"start": 2623.51, "end": 2623.89, "word": " نقدى", "probability": 0.75537109375}, {"start": 2623.89, "end": 2624.13, "word": " بيكون", "probability": 0.8411458333333334}, {"start": 2624.13, "end": 2624.45, "word": " عندنا", "probability": 0.956787109375}, {"start": 2624.45, "end": 2624.71, "word": " الدمام", "probability": 0.55517578125}, {"start": 2624.71, "end": 2625.15, "word": " الاش", "probability": 0.570556640625}, {"start": 2625.15, "end": 2626.11, "word": " المدينة", "probability": 0.9200439453125}, {"start": 2626.11, "end": 2629.15, "word": " عيدها؟", "probability": 0.75567626953125}, {"start": 2629.15, "end": 2629.77, "word": " سهل", "probability": 0.8479817708333334}, {"start": 2629.77, "end": 2629.89, "word": " ولا", "probability": 0.84619140625}, {"start": 2629.89, "end": 2630.47, "word": " صعب؟", "probability": 0.8900146484375}, {"start": 2630.47, "end": 2631.35, "word": " إذا", "probability": 0.6944580078125}, {"start": 2631.35, "end": 2631.71, "word": " كان", "probability": 0.75537109375}, {"start": 2631.71, "end": 2631.95, "word": " البيع", "probability": 0.675048828125}, {"start": 2631.95, "end": 2632.81, "word": " cash،", "probability": 0.5169677734375}, {"start": 2632.81, "end": 2633.05, "word": " بيكون", "probability": 0.8943684895833334}, {"start": 2633.05, "end": 2633.61, "word": " عندك", "probability": 0.752197265625}, {"start": 2633.61, "end": 2633.97, "word": " الدائرة", "probability": 0.9375}, {"start": 2633.97, "end": 2634.23, "word": " تحت", "probability": 0.64697265625}, {"start": 2634.23, "end": 2634.51, "word": " الدمام", "probability": 0.9459635416666666}, {"start": 2634.51, "end": 2634.97, "word": " الاش", "probability": 0.944091796875}, {"start": 2634.97, "end": 2636.23, "word": " المدينة،", "probability": 0.839599609375}, {"start": 2636.23, "end": 2636.31, "word": " إذا", "probability": 0.885009765625}, {"start": 2636.31, "end": 2637.67, "word": " كان", "probability": 0.98095703125}, {"start": 2637.67, "end": 2640.03, "word": " أجل", "probability": 0.6944173177083334}, {"start": 2640.03, "end": 2640.17, "word": " و", "probability": 0.81396484375}, {"start": 2640.17, "end": 2640.43, "word": " لسه", "probability": 0.8170572916666666}, {"start": 2640.43, "end": 2640.89, "word": " شكات", "probability": 0.7784830729166666}, {"start": 2640.89, "end": 2641.75, "word": " وابصراش،", "probability": 0.6420491536458334}, {"start": 2641.75, "end": 2642.15, "word": " بيكون", "probability": 0.9715169270833334}, {"start": 2642.15, "end": 2642.41, "word": " عندك", "probability": 0.9873046875}, {"start": 2642.41, "end": 2642.59, "word": " الدمام", "probability": 0.9130859375}, {"start": 2642.59, "end": 2643.81, "word": " المدينة،", "probability": 0.872607421875}, {"start": 2643.81, "end": 2644.13, "word": " واضحة", "probability": 0.758544921875}, {"start": 2644.13, "end": 2644.21, "word": " ولا", "probability": 0.1627197265625}, {"start": 2644.21, "end": 2645.37, "word": " عيدها؟", "probability": 0.9334716796875}, {"start": 2645.37, "end": 2645.89, "word": " لتوقف", "probability": 0.8876953125}, {"start": 2645.89, "end": 2646.41, "word": " عندها", "probability": 0.870361328125}, {"start": 2646.41, "end": 2647.21, "word": " تحدثى", "probability": 0.7880859375}, {"start": 2647.21, "end": 2647.39, "word": " عن", "probability": 0.9970703125}, {"start": 2647.39, "end": 2647.89, "word": " أنواع", "probability": 0.9619140625}, {"start": 2647.89, "end": 2648.37, "word": " تكاليف", "probability": 0.851806640625}, {"start": 2648.37, "end": 2649.01, "word": " المخزون", "probability": 0.97802734375}], "temperature": 1.0}, {"id": 99, "seek": 266192, "start": 2650.86, "end": 2661.92, "text": "بحدت يعني أنواع تكاليف الأش المخزون نحاول مع بعض إن شاء الله المحادثة الجاية نخلص الفصل هذا في أي سؤال أو استفسار؟ أي سؤال؟ يعطيكوا العافية", "tokens": [49628, 3215, 2655, 37495, 22653, 14739, 14407, 3615, 6055, 4117, 6027, 33911, 16247, 8592, 9673, 9778, 11622, 11536, 8717, 5016, 995, 12610, 20449, 45030, 11242, 36145, 13412, 16606, 21984, 9673, 5016, 18513, 12984, 3660, 25724, 995, 10632, 8717, 9778, 1211, 9381, 27188, 36520, 23758, 8978, 36632, 8608, 33604, 6027, 34051, 44713, 36178, 9640, 22807, 36632, 8608, 33604, 6027, 22807, 37495, 9566, 1829, 4117, 14407, 18863, 31845, 10632], "avg_logprob": -0.220703128944425, "compression_ratio": 1.632258064516129, "no_speech_prob": 8.344650268554688e-07, "words": [{"start": 2650.86, "end": 2651.46, "word": "بحدت", "probability": 0.638916015625}, {"start": 2651.46, "end": 2651.6, "word": " يعني", "probability": 0.89697265625}, {"start": 2651.6, "end": 2651.88, "word": " أنواع", "probability": 0.6161295572916666}, {"start": 2651.88, "end": 2652.28, "word": " تكاليف", "probability": 0.8536376953125}, {"start": 2652.28, "end": 2652.64, "word": " الأش", "probability": 0.4801025390625}, {"start": 2652.64, "end": 2653.38, "word": " المخزون", "probability": 0.8560791015625}, {"start": 2653.38, "end": 2654.12, "word": " نحاول", "probability": 0.8955078125}, {"start": 2654.12, "end": 2654.26, "word": " مع", "probability": 0.98046875}, {"start": 2654.26, "end": 2654.5, "word": " بعض", "probability": 0.9931640625}, {"start": 2654.5, "end": 2654.62, "word": " إن", "probability": 0.496337890625}, {"start": 2654.62, "end": 2654.74, "word": " شاء", "probability": 0.97119140625}, {"start": 2654.74, "end": 2654.84, "word": " الله", "probability": 0.96142578125}, {"start": 2654.84, "end": 2655.46, "word": " المحادثة", "probability": 0.85}, {"start": 2655.46, "end": 2655.6, "word": " الجاية", "probability": 0.7000325520833334}, {"start": 2655.6, "end": 2655.98, "word": " نخلص", "probability": 0.98681640625}, {"start": 2655.98, "end": 2656.32, "word": " الفصل", "probability": 0.95654296875}, {"start": 2656.32, "end": 2656.68, "word": " هذا", "probability": 0.5517578125}, {"start": 2656.68, "end": 2657.92, "word": " في", "probability": 0.189697265625}, {"start": 2657.92, "end": 2658.08, "word": " أي", "probability": 0.57421875}, {"start": 2658.08, "end": 2658.4, "word": " سؤال", "probability": 0.9933268229166666}, {"start": 2658.4, "end": 2658.52, "word": " أو", "probability": 0.8779296875}, {"start": 2658.52, "end": 2659.94, "word": " استفسار؟", "probability": 0.8875732421875}, {"start": 2659.94, "end": 2660.1, "word": " أي", "probability": 0.810546875}, {"start": 2660.1, "end": 2661.1, "word": " سؤال؟", "probability": 0.9393310546875}, {"start": 2661.1, "end": 2661.66, "word": " يعطيكوا", "probability": 0.89345703125}, {"start": 2661.66, "end": 2661.92, "word": " العافية", "probability": 0.9597981770833334}], "temperature": 1.0}], "language": "ar", "language_probability": 1.0, "duration": 2662.63225, "duration_after_vad": 2548.86624999999}
\ No newline at end of file
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/jFIEyOgSYGk_postprocess.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/jFIEyOgSYGk_postprocess.srt
new file mode 100644
index 0000000000000000000000000000000000000000..c18621e51bc66bf5ac57f837a72bca91af875362
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/jFIEyOgSYGk_postprocess.srt
@@ -0,0 +1,1844 @@
+1
+00:00:20,840 --> 00:00:23,040
+عوض بالله السبعيه لعيننا الشيخ عزيزي بسم الله
+
+2
+00:00:23,040 --> 00:00:26,300
+الرحمن الرحيم، الحمد لله والصلاة والسلام على مصطفى
+
+3
+00:00:26,300 --> 00:00:29,300
+الأمين سيدنا محمد وعلى أهلي ومن سوا عدنان سنة من
+
+4
+00:00:29,300 --> 00:00:33,260
+الدنيا، في بداية السنة هل عملتم تجارب؟ كيف حالكم؟
+
+5
+00:00:33,260 --> 00:00:38,780
+كيف أسمحت اليوم؟ كيف المطلبات معاكم؟ نشر حلقات، مش
+
+6
+00:00:38,780 --> 00:00:43,450
+بدأت، هذا أكبرهنبدأ اليوم إن شاء الله في chapter 3
+
+7
+00:00:43,450 --> 00:00:46,990
+اللي هو الرافعات بعد ما نهينا مع بعض بتخطيطه مالي
+
+8
+00:00:46,990 --> 00:00:50,050
+تعرفنا فيه على كتير إعداد الموازن النقطية
+
+9
+00:00:50,050 --> 00:00:52,890
+التقليدية وهذا أمر مهم جدا بالنسبالي لسلوكي الإدار
+
+10
+00:00:52,890 --> 00:00:56,310
+والمالية والمحاسبة وأيضا تعرفنا على كتير إعداد
+
+11
+00:00:56,310 --> 00:01:00,350
+النسانية العملية التقليدية وقارة الدخل التقليدية
+
+12
+00:01:00,350 --> 00:01:03,110
+فاليوم إن شاء الله راح نبدأ بهذه الجينة برضه
+
+13
+00:01:03,110 --> 00:01:06,570
+أقولها عليكم عن المواضيع السابقة اللي هي الرافعات
+
+14
+00:01:08,060 --> 00:01:11,580
+الرافعات كلمة جاية من تعريف الفيزياء للرافعة،
+
+15
+00:01:11,580 --> 00:01:15,920
+عبارة عن آلة معينة بتحمل إلنا أغراض تقيلة زي
+
+16
+00:01:15,920 --> 00:01:19,580
+الرافعة اللي بتحمل الحجارة و بترفعها على طابق مثلا
+
+17
+00:01:19,580 --> 00:01:23,540
+عشر أو الحداشر، هذه بنسميها إيش؟ رافعة، نفس القصة
+
+18
+00:01:23,540 --> 00:01:27,200
+عندنا في المالية لكن بشكل آخرالرفع عبارة عن رفع
+
+19
+00:01:27,200 --> 00:01:30,380
+الأوزان التقيلة باستعمار قوة رفع الـ cash الشوقية
+
+20
+00:01:30,380 --> 00:01:35,240
+زي ما حكينا نوع الألوان السيارات بيحمل إلينا
+
+21
+00:01:35,240 --> 00:01:38,140
+الأوزان التقيلة برفع نيانها لأعلى المستويات
+
+22
+00:01:38,140 --> 00:01:44,920
+الأبراج في الإدارة الرفع عبارة عن أي تغير صغير في
+
+23
+00:01:44,920 --> 00:01:48,440
+المبيعات بترتب عليها تغير كبير في cash في الربح
+
+24
+00:01:48,440 --> 00:01:51,480
+التشغيلي الربح التشغيلي اللي هو صاف الأرباح قبل
+
+25
+00:01:51,480 --> 00:01:56,750
+الفائدة والدريبة في المالية الرفع عبارة عنإذا
+
+26
+00:01:56,750 --> 00:02:01,510
+المؤسسة أو المدير المالي توجهت إلى البنك وحصلت على
+
+27
+00:02:01,510 --> 00:02:05,610
+دين يعني قرض بفائدة يكون لديها إيش؟ رفع لكن
+
+28
+00:02:05,610 --> 00:02:11,270
+بنسميها رفع مالية لأن رفع .. رفع أنواع ليش رفع
+
+29
+00:02:11,270 --> 00:02:15,590
+مالية لما أروح أخد الدين؟ لأن الدين تمويل أحد
+
+30
+00:02:15,590 --> 00:02:18,730
+أشكال مصادر تمويل إيش؟ الدين، أني أدال، بجيب
+
+31
+00:02:18,730 --> 00:02:22,550
+مصادر، اللي هو مصدر خارجيفلو توجه البنك إلى أي
+
+32
+00:02:22,550 --> 00:02:26,070
+مؤسسة أو عفوا لو توجهت مؤسسة لأي بنك للحصول على
+
+33
+00:02:26,070 --> 00:02:30,690
+الدين بيكون عندها رفع إيش؟ رفع مالية يا سجى واضح؟
+
+34
+00:02:30,690 --> 00:02:35,610
+نشوف مع بعض؟ يا أميرة ما هي الوعدة رافعة؟ تفضلي يا
+
+35
+00:02:35,610 --> 00:02:39,270
+صفية رفعة تشغيلية و رفعة المالية و رفعة الكلية
+
+36
+00:02:39,270 --> 00:02:43,250
+رفعة تشغيلية متبطة بعمل مؤسسة اللي هو التشغيل رفعة
+
+37
+00:02:43,250 --> 00:02:46,950
+مالية متبطة بالحصول على دين اللي هو التمويل و رفعة
+
+38
+00:02:46,950 --> 00:02:51,280
+كلية حاصل ضرب الإتنين مش حاصل جامعةإذا ال total
+
+39
+00:02:51,280 --> 00:02:54,040
+تبعنا اللي هو الرافعة الكلية أو الرافعة الشاملة
+
+40
+00:02:54,040 --> 00:02:59,380
+حصل ضرب مش حصل جمع في
+
+41
+00:02:59,380 --> 00:03:03,720
+علم رسماء أو شكل بيوضح هنوع الرافعات الخط الأحمر
+
+42
+00:03:03,720 --> 00:03:08,900
+هذا هيفصلهم عن بعض لما نوصل للأرباح قبل الفائدة
+
+43
+00:03:08,900 --> 00:03:15,870
+والضريبة بيكون رفع ايش؟ تشغيل ايولما نحصل أفائدة،
+
+44
+00:03:15,870 --> 00:03:19,670
+عطول بصير عندي رفع إيش؟ مالي، حاصل، ضرب الأثنين
+
+45
+00:03:19,670 --> 00:03:24,050
+هدول إيش؟ بيعطيني رافعة كلية، بيعطينا رافعة كلية،
+
+46
+00:03:24,050 --> 00:03:27,370
+لما نوصل للرباح قبل فائدة وضرب يكون عندي رفع
+
+47
+00:03:27,370 --> 00:03:29,970
+تشغيلي، صار في الارباح بعد الضرب يكون عندي رفع
+
+48
+00:03:29,970 --> 00:03:36,710
+إيش؟ رفع ماليما المقصود بالرافعة التشغيلية؟ تفضلي
+
+49
+00:03:36,710 --> 00:03:40,470
+الاستخدام المتاح للتكلفة التابعة لتعظيم تأثير
+
+50
+00:03:40,470 --> 00:03:43,850
+التغيرات اللتي تحصل بالمبيعات في ربح التشغيل أو
+
+51
+00:03:43,850 --> 00:03:47,270
+الأرباح قبل الفائدة والدراجة إذا أي تغير في
+
+52
+00:03:47,270 --> 00:03:52,310
+التكلفة التابعة بترتب عدد تغير في إيش؟ في المبيعات
+
+53
+00:03:52,310 --> 00:03:55,970
+أو أي تغير في المبيعات بترتب عدد تغير في الأرباح
+
+54
+00:03:55,970 --> 00:03:59,490
+قبل الفائدة والدراجة إذا ما المقصود بالرافعة
+
+55
+00:03:59,490 --> 00:04:05,440
+التشغيلية؟ إنه أي تأثيرفيه المبيعات أو تغير بترتب
+
+56
+00:04:05,440 --> 00:04:08,960
+عليها تغير في cash في الرفع التشغيلي من ون أجه
+
+57
+00:04:08,960 --> 00:04:12,020
+التغير في المبيعات من وجود تكاليف ال cash التكاليف
+
+58
+00:04:12,020 --> 00:04:16,640
+التابعة بحكينا أي زيادة في المبيعات ممكن ترتب علي
+
+59
+00:04:16,640 --> 00:04:21,100
+انخفاض في الأرباح ممكن
+
+60
+00:04:21,100 --> 00:04:26,140
+مش دايما واضح زيادة المبيعات بترتب أهل الحالة
+
+61
+00:04:26,140 --> 00:04:34,370
+الأولى انخفاض في cash تفضحالحالة التانية إن انخفاض
+
+62
+00:04:34,370 --> 00:04:37,290
+المبيعات هيترتب علي إيش؟ تغيرك طبعا يا أخوات
+
+63
+00:04:37,290 --> 00:04:44,410
+انخفاض الربح، هذه قاعدة إذا انخفضت المبيعات
+
+64
+00:04:44,410 --> 00:04:49,270
+أرباحنا هتنخفض وإن الإستثناء أو الحاجة الغريبة إن
+
+65
+00:04:49,270 --> 00:04:56,030
+مبيعاتنا زيد و أرباحها تقل، طب في سؤال بطرح نفسه
+
+66
+00:04:56,960 --> 00:05:01,100
+هان حكينا إن الأرباح قلت .. عفوا المبيعات ..
+
+67
+00:05:01,100 --> 00:05:03,600
+المبيعات اللي هي إيرادات المبيعات قلت و الأرباح
+
+68
+00:05:03,600 --> 00:05:08,920
+قلت طب هان كيف المبيعات زادت و الأرباح قلت؟ زادت
+
+69
+00:05:08,920 --> 00:05:12,400
+التكلفة ممتاز، بارك الله فيك، يفي عنصر التكلفة،
+
+70
+00:05:12,400 --> 00:05:16,780
+ممتاز، شكرا يا انت عنصر التكلفة هو اللي خلى
+
+71
+00:05:16,780 --> 00:05:19,820
+الأرباح تنخفض طب هي الأرباح ليش تنخفض عشان
+
+72
+00:05:19,820 --> 00:05:25,670
+التكلفة؟ لما المبيعات زيد، تكليفها زادتفالتكاليف
+
+73
+00:05:25,670 --> 00:05:30,090
+لما زادت أكت المبيعات فضل عندي أرباح بسيطة، إذا
+
+74
+00:05:30,090 --> 00:05:33,750
+القاعدة العامة إن المبيعات لما زيد بتزيد الأرباح،
+
+75
+00:05:33,750 --> 00:05:37,390
+هذه القاعدة العامة، ولكن في عندنا استثناء، اللي هي
+
+76
+00:05:37,390 --> 00:05:42,030
+رفع التشغيلية، لما المبيعات زيد، التكاليف هزيد،
+
+77
+00:05:42,030 --> 00:05:46,610
+الأرباح هتقل، واضحة على عيدها، إذا هذه الحالة اللي
+
+78
+00:05:46,610 --> 00:05:51,790
+هي الاستثنائية، مبيعاتنا زادت، أرباحنا قلت، ليش؟
+
+79
+00:05:51,790 --> 00:05:53,810
+عشان عنصر إيش؟ عنصر التكلفة
+
+80
+00:05:58,800 --> 00:06:02,860
+أعيدها بيحكينا فيه أن بعض المؤسسات بيكونوش فيها
+
+81
+00:06:02,860 --> 00:06:07,580
+تكاليف فبالتالي كل ما زادت مبيعاتها بيزيد أرباحها
+
+82
+00:06:07,580 --> 00:06:12,400
+زي إيش؟ زي البنوك البنوك يا أخوات مافيش فيها
+
+83
+00:06:12,400 --> 00:06:14,460
+تكاليف تابعة إيش مصدر التكاليف التابعة؟ اللي هي
+
+84
+00:06:14,460 --> 00:06:18,440
+التكاليف اللي بدي أحطها في شراء آلة زي لو أنا مصنع
+
+85
+00:06:18,440 --> 00:06:20,580
+لو روحنا أنا وياكل أنا على مصنع هنلاقي كله آلات
+
+86
+00:06:21,270 --> 00:06:25,010
+وألات ضخمة مكلفة الشئ الفلاني لكن في الbank أهل
+
+87
+00:06:25,010 --> 00:06:29,430
+الموظفين قاعدين ورا المكاتب طابعة جهاز عدل النقود
+
+88
+00:06:29,430 --> 00:06:33,890
+أشياء بسيطة مش مكلفة جدا واضح؟ إذا البنوك ماعندهاش
+
+89
+00:06:33,890 --> 00:06:36,930
+مشكلة لو مبيعها أو إيراداتها طبعا البنوك موجودة في
+
+90
+00:06:36,930 --> 00:06:39,790
+مبيعاتهم هو الإيرادات لو البنوك إيراداتها زادت
+
+91
+00:06:39,790 --> 00:06:43,090
+أرباحها أزيد ليش؟ لأنه ماعندهاش تكلفتها بتتجبر على
+
+92
+00:06:43,090 --> 00:06:47,990
+الإيرادات لكن لو مصنع لأ المصنع لو إيراداته زادت
+
+93
+00:06:47,990 --> 00:06:53,700
+أو مبيعاته زادتتكاليفه هزير أرباحه هتغير أعيدها
+
+94
+00:06:53,700 --> 00:06:58,580
+نعيدها تاني إذا لو أنا في بنك هلاحظ إن رفع التشغيل
+
+95
+00:06:58,580 --> 00:07:01,400
+بالنسبة له بسيط جدا أو أصلا مش موجود، ليش مش
+
+96
+00:07:01,400 --> 00:07:05,860
+موجود؟ لأن البنك مافيش فيه آلات، الآلات بتدفعني
+
+97
+00:07:05,860 --> 00:07:13,680
+تكاليف ضخمة، بشتريها، ماشي، إذا بيعلنا في المصنع،
+
+98
+00:07:13,680 --> 00:07:17,220
+إجينا نشوف الأرباح، لإنها بسيطةطب ليش أرباحنا
+
+99
+00:07:17,220 --> 00:07:20,280
+بسيطة، ما إحنا بايعين، لإن في عنصر أش، عنصر
+
+100
+00:07:20,280 --> 00:07:24,120
+التكلفة، تكلف التابدة، لكن في البنوك على سبيل
+
+101
+00:07:24,120 --> 00:07:28,740
+المدها المؤسسة بتقدم خدمات مصرفية، صاحب الأموال،
+
+102
+00:07:28,740 --> 00:07:31,560
+إيداع، الأمور هذه، مافيش فيها آلات البنوك، عشان
+
+103
+00:07:31,560 --> 00:07:34,640
+هيك باللاجئش عندها رفع أش تشغيلي، إيه ده السؤال؟
+
+104
+00:07:34,640 --> 00:07:37,620
+علي لغياب الرفع التشغيلي عن المؤسسات المصرفية
+
+105
+00:07:46,730 --> 00:07:51,370
+علّلي الغياب، الرفع التشغيلي عن المؤسسات المصرفية
+
+106
+00:07:51,370 --> 00:07:56,190
+مين يتجاوب اللي نفس السؤال؟
+
+107
+00:07:56,190 --> 00:08:01,550
+لعدم وجود ألات ضخمة لعدم وجود تكاليف تابتة، إحنا
+
+108
+00:08:01,550 --> 00:08:05,370
+مش هنقول لعدم وجود ألات ضخمة ولو كتبتيها صح برضه،
+
+109
+00:08:05,370 --> 00:08:08,430
+لعدم وجود تكاليف إيش؟ تابتة، من أين جاءت التكاليف
+
+110
+00:08:08,430 --> 00:08:13,890
+التابتة؟ من الألات، من الألات واضح ورا نعيدها؟
+
+111
+00:08:13,890 --> 00:08:19,350
+نعيدها تاني؟عالي ليه غياب الرافعة التشغيلية عند
+
+112
+00:08:19,350 --> 00:08:29,590
+مؤسسات مصر فيه بيحكينا في شركة الباصات أي راكب
+
+113
+00:08:29,590 --> 00:08:34,210
+إضافي هو ربح خالص يعني إحنا الآن عندنا الباصات
+
+114
+00:08:34,210 --> 00:08:38,850
+الكبيرة، عدد الضكان فيها خمسين شخص جاعدين في
+
+115
+00:08:38,850 --> 00:08:43,070
+الكراسي الشيء الجديد أنا وياكم مالاقيناش مكان نقلت
+
+116
+00:08:43,070 --> 00:08:47,490
+فضليننا واقفيناحنا الناس اللي وقفين نربح خالص، إيش
+
+117
+00:08:47,490 --> 00:08:51,990
+يعني نربح خالص؟ يعني مابروحش للتكليف، يعني المسار
+
+118
+00:08:51,990 --> 00:08:54,630
+اللي حدد فيه مثلا خمس أشكال، الخمس أشكال اللي
+
+119
+00:08:54,630 --> 00:08:57,610
+عطيهم على السوار هحطهم في جيبته، لأ هيخصم منهم
+
+120
+00:08:57,610 --> 00:09:02,130
+صيانة ولا هيخصم فيهم عجلات وقبصر إيش ولا بنزين ولا
+
+121
+00:09:02,130 --> 00:09:07,590
+غير، عشان احنا وقفين، لكن الناس اللي جاعلين على
+
+122
+00:09:07,590 --> 00:09:12,330
+الكراسي هدول هيخصم من إيرادهم أو من أجارهم اللي هو
+
+123
+00:09:12,330 --> 00:09:16,040
+إيش؟ تكليف التشريب بتاعة الفاصلةواضحة اللي عيدها؟
+
+124
+00:09:16,040 --> 00:09:18,900
+عشانك تلاحظ ان احنا ده خطيرة اللي هي تكدس أعداد
+
+125
+00:09:18,900 --> 00:09:24,720
+الذكاء بالواقفين في ال bus يعني عد أكم واحد واقف
+
+126
+00:09:24,720 --> 00:09:27,820
+وضربيها في الإيجار بتجيب يسافر ربح تبع من؟ تبع
+
+127
+00:09:27,820 --> 00:09:34,310
+صاحب ال bus واضحة يا أخوات؟في عندنا نقطة التعادل،
+
+128
+00:09:34,310 --> 00:09:36,510
+نقطة التعادل هي نقطة لا ربح ولا خسارة يعني لا بروح
+
+129
+00:09:36,510 --> 00:09:40,530
+على الجنة ولا على الأرض، بقال في النص لا ربح ولا
+
+130
+00:09:40,530 --> 00:09:45,370
+خسارة واكتشف المؤسسة تقع في منطقة لا ربح ولا خسارة
+
+131
+00:09:45,370 --> 00:09:50,450
+لما يكون عندنا إيراد بساوي التكليف إذا إيرادك ساوى
+
+132
+00:09:50,450 --> 00:09:55,630
+تكلفته، لا ربح ولا خسارة بنسميها نقطة إيش؟ نقطة
+
+133
+00:09:55,630 --> 00:10:00,050
+التعادل كافي يعني ناخد سؤال بسيط
+
+134
+00:10:06,440 --> 00:10:13,580
+إذا كان عندنا الإيراد مائة ألف دولار والتكاليف
+
+135
+00:10:13,580 --> 00:10:17,360
+الكلية اللي هي المتغيرة والتابعة مائة ألف مائة ألف
+
+136
+00:10:17,360 --> 00:10:21,120
+نحكي الإيرادات ناقص التكلفة تنصف إذا نجدش عندنا
+
+137
+00:10:21,120 --> 00:10:25,200
+صاف النتيجة هو أنا مش عارفة الربح ولا الخسارة حساب
+
+138
+00:10:25,200 --> 00:10:29,640
+صاف النتيجة الإيراد ناقص التكلفة الكلية تطلع الصفر
+
+139
+00:10:29,640 --> 00:10:34,340
+تنصف على نقطة سعرنا إذا مائة ألف ناقص مائة ألف
+
+140
+00:10:34,340 --> 00:10:35,360
+ناقص مائة ألف
+
+141
+00:10:39,530 --> 00:10:44,970
+زي ما نسميها نقطة اتعادل يا أخوات نقطة اتعادل زي
+
+142
+00:10:44,970 --> 00:10:47,810
+اللي يكون عندنا مباركة القدم يجي المعالج يقول
+
+143
+00:10:47,810 --> 00:10:52,490
+انتهت المباركة بالتعادل دقيقة صفر و صفر، دقيقة
+
+144
+00:10:52,490 --> 00:10:55,610
+واحد و واحد، يعني نفس المستوى، نفس المستوى إذا
+
+145
+00:10:55,610 --> 00:10:59,570
+نقطة التعادل يكون صحف الربح Zero فصحف الخسارة Zero
+
+146
+00:10:59,570 --> 00:11:05,330
+عشان كتبنا صحف النتيجة يعني لا ربح ولا خسارة
+
+147
+00:11:07,930 --> 00:11:12,250
+في عندنا سؤال إذا كانت مبيعات شركة الاتحاد العام
+
+148
+00:11:12,250 --> 00:11:14,850
+2010 تلاتمائة ألف دولار تكليفها تابتة مائة ألف
+
+149
+00:11:14,850 --> 00:11:20,310
+دولار تكلفة المدخلة 60% من المبيعات هذا
+
+150
+00:11:20,310 --> 00:11:23,550
+هو أبعاد الشركة العام إيش صار؟ إن مبيعات الشركة
+
+151
+00:11:23,550 --> 00:11:29,530
+هذه في السنة الجاية ممكن تصير 20% وممكن كمان مش بس
+
+152
+00:11:29,530 --> 00:11:33,890
+ترتفع كمان تنخفض 20% الأرباح في حالة ارتفاع
+
+153
+00:11:33,890 --> 00:11:37,800
+المبيعات وانخفاضها إيش حيصير فيها؟إذا مافيه علنا
+
+154
+00:11:37,800 --> 00:11:44,180
+خالة، هنقول الوضع الطبيعي للشركة اللي هي ثلاثمية
+
+155
+00:11:44,180 --> 00:11:50,700
+ولا مية هذه؟ مية، مية، في خطر نقطة يعني ها يا
+
+156
+00:11:50,700 --> 00:11:58,980
+أخوتي عاملة جدول هيك، هاي الوضع الطبيعي، و بعدين
+
+157
+00:11:58,980 --> 00:12:05,640
+زيادة السلس، انخفاض إيش؟ السلسة بعدين، أول حاجة
+
+158
+00:12:06,330 --> 00:12:12,950
+المبيعات بالدولار مرة تانية بين قوسين الإيراد قولي
+
+159
+00:12:12,950 --> 00:12:16,210
+بقالك المبيعات بالمبالغ اللي هي الإيرادات في الوضع
+
+160
+00:12:16,210 --> 00:12:23,510
+الطبيعي مية تكلفة المبيعات ال sales بيحكينا 60%
+
+161
+00:12:23,510 --> 00:12:31,730
+مية في 60%؟ 60% إن أنا سافر ربح .. مش سافر ربح،
+
+162
+00:12:31,730 --> 00:12:35,510
+هذه مجملة الربح التاشغيل، ممتازة
+
+163
+00:12:38,630 --> 00:12:45,490
+40 ناقص التكاليف الثابتة اللي بيعطيني صرف الربح
+
+164
+00:12:45,490 --> 00:12:49,810
+قبل الفائدة والضريبة كدوش تكاليفك الثابتة في
+
+165
+00:12:49,810 --> 00:13:02,010
+السؤال؟ 100 40 ناقص 100 خسارة فحكولنا إننا خسارة
+
+166
+00:13:02,010 --> 00:13:10,690
+الحالة التانية لو نبيعاتنا زادت 20%100 في 120 100
+
+167
+00:13:10,690 --> 00:13:15,490
+زاد 20 هاي 120 طيب
+
+168
+00:13:15,490 --> 00:13:20,650
+لو أخرنا بشكل مباشر تأثير الزيادة على تكليف
+
+169
+00:13:20,650 --> 00:13:25,750
+المبيعات لو المبيعات زادت تكليفها زيد المبيعات
+
+170
+00:13:25,750 --> 00:13:31,290
+زادت ب 20% فصارت من 100 ل 120 فبتكلف المبيعات كانت
+
+171
+00:13:31,290 --> 00:13:36,770
+60 لما زيد 20% كده حصية؟ 70
+
+172
+00:13:44,740 --> 00:13:55,380
+مبيعاتك ارتفعت ولا انخفضت؟ مبيعاتنا
+
+173
+00:13:55,380 --> 00:13:58,980
+ارتفعت وارباحنا أشملها ارتفعت لكن خدي بالك ارتفعت
+
+174
+00:13:58,980 --> 00:14:04,100
+مش طفيف من اربعين ل تمانية واربعين لكن المبيعات من
+
+175
+00:14:04,100 --> 00:14:08,570
+مية لمية وعشرينإذا مفارقة مبيعات 20 دولار أو 20
+
+176
+00:14:08,570 --> 00:14:14,590
+ألف لكن أرباح 8000 طب ليش ماتفعش بنفس الرقم؟ عشان
+
+177
+00:14:14,590 --> 00:14:19,390
+أنصوا المين أنصوا التكليف طب لو مبيعاتنا خفضت 100
+
+178
+00:14:19,390 --> 00:14:27,450
+في 20% هي 200 .. 100 و 20 .. 100 في 20% ناقص 100
+
+179
+00:14:27,450 --> 00:14:32,030
+هي 80 أكتب كم حسبتها؟
+
+180
+00:14:34,380 --> 00:14:37,560
+مية اللي هي المبيعات الأساسية يا انتي في عشرين في
+
+181
+00:14:37,560 --> 00:14:45,580
+المية هاي عشرين مية ناقص لأنها خفضت عشرين هاي
+
+182
+00:14:45,580 --> 00:14:49,380
+تمانين واحدة مليون جيبناها؟ خاليكم معانا جدا
+
+183
+00:14:49,380 --> 00:14:54,360
+المبيعات اللي خفضت الستين في المية هتقولي تمانين
+
+184
+00:14:54,360 --> 00:15:00,580
+ضرب ستين في المية تمانين واربعين تمانين ناقص
+
+185
+00:15:00,580 --> 00:15:03,080
+تمانين واربعين تلانه تلاتين
+
+186
+00:15:07,860 --> 00:15:12,600
+واضح؟ إذا زيادة المبيعات مش بالضرورة بترتب عليه
+
+187
+00:15:12,600 --> 00:15:15,900
+زيادة الأرباح بالعكس ممكن الأرباح تتقل بسبب وجود
+
+188
+00:15:15,900 --> 00:15:22,360
+عنصر إيش عنصر التكلفة اليوم إن شاء الله هناخد أيضا
+
+189
+00:15:22,360 --> 00:15:27,180
+بالإضافة لمعلومات السابقة كيف يتم حساب درجة الرفع
+
+190
+00:15:27,180 --> 00:15:34,060
+التشغيلي في عنا عدة قوانين أمامنا على الصبورة سؤال
+
+191
+00:15:34,870 --> 00:15:38,590
+تعالوا نكتب معطيات السؤال ونحاول نحله نكتب
+
+192
+00:15:38,590 --> 00:15:54,390
+المعطيات بريحنا في الحل خلصواها ده معطيات
+
+193
+00:15:54,390 --> 00:16:00,370
+السؤال أول حاجة ال Q ال Q اللي هي quantity اللي هي
+
+194
+00:16:00,370 --> 00:16:04,840
+المبيعات ال salesتلاتين ألف دولار أو تلاتين ألف
+
+195
+00:16:04,840 --> 00:16:13,860
+واحدة؟ واحدة سعر البيع price عشرة دولار التكلفة
+
+196
+00:16:13,860 --> 00:16:24,260
+المتغيرة ستة دينار التكلفة التابعة مائة ألف دولار
+
+197
+00:16:24,260 --> 00:16:30,580
+السؤال احسبي ال DOL
+
+198
+00:16:32,450 --> 00:16:39,430
+الـ DOL اللي هي degree درجة operation الرفع لفرش
+
+199
+00:16:39,430 --> 00:16:44,130
+التشغيلي او معناه operation اللي هو التشغيلي،
+
+200
+00:16:44,130 --> 00:16:47,770
+ماشي؟ هاي السؤال أمامنا على الصابورة بيحكي لنا
+
+201
+00:16:47,770 --> 00:16:52,190
+احسبينا درجة رفع التشغيل مثلا اسمها ايه؟ هل ال ..
+
+202
+00:16:52,190 --> 00:16:55,890
+ال .. ال 6 دينار هي خطأ أكبر ولا .. ولا بينفعنيش
+
+203
+00:16:55,890 --> 00:17:00,980
+يعني 2 عيننا دولار دينار ولا ..لأ لأ هي باس مطبع
+
+204
+00:17:00,980 --> 00:17:04,600
+هي المفروض المشكلة اللي عندنا في السعر أنا كل
+
+205
+00:17:04,600 --> 00:17:11,680
+عملتهم دولار لو عملتهم دينار برضه صح كيف
+
+206
+00:17:11,680 --> 00:17:17,000
+نحسب ال DOL هي درجة رقم التشغيل الحساوي DOL حساوي
+
+207
+00:17:17,000 --> 00:17:24,160
+بسط و مقام تكتب من اليمين المبيعات بالوحدة نفتح
+
+208
+00:17:24,160 --> 00:17:29,600
+خاص بيناقص PCطبعا عارفين الفي سي التكاليف المتغيرة
+
+209
+00:17:29,600 --> 00:17:35,620
+و الف سي تكاليف التالتة تقسيم مرة تانية ال bust زي
+
+210
+00:17:35,620 --> 00:17:40,180
+ما هو بنزل تحت المبيعات بالوحدة نفتح course بي
+
+211
+00:17:40,180 --> 00:17:47,180
+ناقص في سي ناقص اف سي تكاليف التالتة مين يعوض
+
+212
+00:17:47,180 --> 00:17:54,490
+معايا؟تفضلي من
+
+213
+00:17:54,490 --> 00:18:03,230
+اليامين .. من اليامين جاي؟ النبيعات بالوحدة هذه
+
+214
+00:18:03,230 --> 00:18:08,610
+أخوات ضرب تلاتين ألف السعة الجداشية هيبقى عشر الفي
+
+215
+00:18:08,610 --> 00:18:15,990
+سي ستة المقام نفسه تلاتين ألف في عشرة ناقص ستة
+
+216
+00:18:15,990 --> 00:18:20,640
+ناقص مين؟ مائة ألفإذا نرفع التشغيل عبارة عن ترتيب
+
+217
+00:18:20,640 --> 00:18:27,020
+ألقام إذا كيف قصناها؟ قولنا المبيعات فيه السعر
+
+218
+00:18:27,020 --> 00:18:30,800
+ناقص تكليف المطاولة الوحدة تقسيم المبيعات في سعر
+
+219
+00:18:30,800 --> 00:18:33,980
+ناقص تكليف المطاولة الوحدة ناقص من التكليف التابت
+
+220
+00:18:33,980 --> 00:18:35,380
+جدش بعطينا الناتج
+
+221
+00:18:43,330 --> 00:18:51,390
+مش فاهمة الناتج؟ صعب؟ ستة
+
+222
+00:18:51,390 --> 00:18:59,270
+و لا مش ستة؟ تحسبوها يا جماعة صعبة؟ تحسبوها يا
+
+223
+00:18:59,270 --> 00:18:59,570
+جماعة صعبة؟ تحسبوها يا جماعة صعبة؟ تحسبوها يا
+
+224
+00:18:59,570 --> 00:19:04,210
+جماعة صعبة؟ تحسبوها يا جماعة صعبة؟ تحسبوها
+
+225
+00:19:04,210 --> 00:19:10,590
+يا جماعة صعبة؟ تحسبوها يا جماعة صعبة؟ تحسبوها يا
+
+226
+00:19:10,590 --> 00:19:11,110
+جماعة صعبة؟
+
+227
+00:19:19,130 --> 00:19:31,510
+عيد تانى كيف حسبناها بتام
+
+228
+00:19:31,510 --> 00:19:41,690
+ساحة سؤال سؤال
+
+229
+00:19:41,690 --> 00:19:43,910
+هذا جاي تلاقى أخر بيحكي إن ده كانت ال cells
+
+230
+00:19:43,910 --> 00:19:46,050
+بتاعتنا
+
+231
+00:19:48,880 --> 00:19:55,340
+مئة ألف دولار نعم يا انتي وده كانت التكاليف
+
+232
+00:19:55,340 --> 00:20:06,640
+المتغيرة مئة ألف دولار احسب ال DOL ال DOL
+
+233
+00:20:06,640 --> 00:20:13,880
+نحكي المبيعات بالوحدة خودي بال نتميز يا أخوات من
+
+234
+00:20:13,880 --> 00:20:24,270
+التكلفة للوحدة والتكلفة للجمالكان بيقولنا عشان
+
+235
+00:20:24,270 --> 00:20:35,370
+طلع حتى please يا عزيزي شكرا
+
+236
+00:20:35,370 --> 00:20:43,030
+يا عزيزي خلّيكم معايا لما يكون الرقم صغنون بكل
+
+237
+00:20:43,030 --> 00:20:49,550
+واحدة يعني الجلم هذا تكلفته شكللكن لو ميت جلم مش
+
+238
+00:20:49,550 --> 00:20:55,830
+هتطلع شيء هتطلع ميت شيء لما تكون رقم كبير بيكون
+
+239
+00:20:55,830 --> 00:21:01,590
+إجمالي كل اللي احنا عملها فخودي باقى كل نقطة هذه
+
+240
+00:21:01,590 --> 00:21:06,110
+إذا لو كان صغير بيكون للوحدة لو كان الرقم الكبير
+
+241
+00:21:06,110 --> 00:21:12,490
+بيكون إيش؟ إجمال احسب ال DOL حساوي بس تو مقارنة
+
+242
+00:21:12,490 --> 00:21:18,400
+المبيعاتبالدولار ناقص التكاليف المتغيرة تقسيم
+
+243
+00:21:18,400 --> 00:21:23,440
+المبيعات بالدولار ناقص تكاليف المتغيرة ناقص تكاليف
+
+244
+00:21:23,440 --> 00:21:29,440
+التابع عندنا بص مقام جدش المبيعات بالدولار مائة
+
+245
+00:21:29,440 --> 00:21:34,580
+ألف ناقص جدش تكاليف المتغيرة عشرين ألف عشرين ألف
+
+246
+00:21:34,580 --> 00:21:41,200
+نفس الأرقام مائة ألف ناقص عشرين ألف تكاليف التابع
+
+247
+00:21:41,200 --> 00:21:50,470
+تجدش في السؤال مائة ألفاحس بيها لو سمحتي فضلي مش
+
+248
+00:21:50,470 --> 00:22:00,870
+شايفين يعني؟ في سؤال؟ سالب أربع لأ تكليف التاب
+
+249
+00:22:00,870 --> 00:22:05,690
+تعشق عشرة عشرة خدوا بالك تكليف تاب تعشق
+
+250
+00:22:17,060 --> 00:22:24,540
+واضحه ولا عيدها كيف حصلناها؟ لأن
+
+251
+00:22:24,540 --> 00:22:28,080
+هو اجمالي لأن هنشتغلن على اجمالي مش على الواحدة
+
+252
+00:22:28,080 --> 00:22:35,120
+زيتها واضحه
+
+253
+00:22:35,120 --> 00:22:40,220
+ولا عيدها؟ عيدها تاني؟ القوانين اللي استخدرناها هي
+
+254
+00:22:40,220 --> 00:22:44,160
+على السابورة هي
+
+255
+00:22:44,160 --> 00:22:44,700
+على السابورة
+
+256
+00:22:54,050 --> 00:22:58,410
+سهل ولا صعب؟ طبعا في قوانين أخرى لحساب الرفع
+
+257
+00:22:58,410 --> 00:23:01,530
+التشغيل لكن احنا بنختفي بالاساسية، بنختفي بالاش،
+
+258
+00:23:01,530 --> 00:23:09,130
+بالاساسية، أعيدها تاني، أعيدها، الرقم هذا اللي طلع
+
+259
+00:23:09,130 --> 00:23:12,550
+اش معناها لو بدنا نفهم مع بعض أو نفكر فيه
+
+260
+00:23:19,340 --> 00:23:22,600
+شركة هذه في عندها رفع تشغيل والدليل وجود رقم واحد
+
+261
+00:23:22,600 --> 00:23:25,660
+طبعا واحد في أعلى أكبر من واحد اللي ناتج فيها رفع
+
+262
+00:23:25,660 --> 00:23:30,220
+تشغيل لأ ممكن يطلع سقمة وطولها معناه ستة يعني جزء
+
+263
+00:23:30,220 --> 00:23:33,280
+أكتر من هيك الشركة بتقدرش ترفع في هذا الشركة؟ لأ
+
+264
+00:23:33,280 --> 00:23:36,360
+لأ معناه عندنا رفع تشغيل إيش معناه رفع تشغيل؟
+
+265
+00:23:36,360 --> 00:23:39,460
+معناه لو تغير ال bust هيتغير المقام المعناه أي
+
+266
+00:23:39,460 --> 00:23:43,020
+تغير في المبيعات هتغير إيش؟ الأرباح أي تغير في
+
+267
+00:23:43,020 --> 00:23:48,480
+المبيعات هيتغير من؟ الأرباح عيدة تاني؟
+
+268
+00:23:51,630 --> 00:23:56,490
+عيدها؟ اي تغير في المبيعات هيتفتب عليه تغير في
+
+269
+00:23:56,490 --> 00:24:01,290
+مين؟ في الأربعة تعالوا نحكي عن النوع التاني من نوع
+
+270
+00:24:01,290 --> 00:24:04,690
+الرافع اللي هو الرافع المالي، الرافع الاش، المال
+
+271
+00:24:04,690 --> 00:24:13,660
+نشوف مع بعض ايش كاتب إلنا، فضلي انا في الماليهناك
+
+272
+00:24:13,660 --> 00:24:17,640
+تشابه قريب بين فكرة دفع التشغيل والدفع المالي لأن
+
+273
+00:24:17,640 --> 00:24:21,400
+كلام كلمة يقوم على مصدق تحسين الذبحية بمثابة أن
+
+274
+00:24:21,400 --> 00:24:24,160
+الصفة التابعة لبعض المستخدمين ممتاز، كيف ممكن أنا
+
+275
+00:24:24,160 --> 00:24:27,700
+أحسن الذبحية تبع الشركة تبعتي؟ فضلوا يتم الافتراض
+
+276
+00:24:27,700 --> 00:24:31,640
+بتخفة تابعة ومثابة نسبية متشغل الأموال المفترضة في
+
+277
+00:24:31,640 --> 00:24:36,560
+عمليات المؤسسة لتحقيق عقد أفضل من تكيفة الافتراض
+
+278
+00:24:36,560 --> 00:24:40,580
+الافتراض قدرة المؤسسة .. افتراض قدرة المؤسسة على
+
+279
+00:24:40,580 --> 00:24:45,800
+تحقيق الأعمال شكرا يا عزيزيأي قرض في العالم بتاخد
+
+280
+00:24:45,800 --> 00:24:51,380
+الشركة أو أي مؤسسة أو حتى أي شخص عادي إله إيش، إله
+
+281
+00:24:51,380 --> 00:24:56,400
+الفائدة، الفائدة هذي تعتبر تكلفة ثابتة على
+
+282
+00:24:56,400 --> 00:24:59,580
+المقترب،
+
+283
+00:24:59,580 --> 00:25:03,600
+لما بجرد ما أفكر إن أنا أاخد قرض، لازم أفكر في
+
+284
+00:25:03,600 --> 00:25:08,900
+إيش، الفائدة، التكلفة، ماشي، بحكي إن طبعا .. طبعا
+
+285
+00:25:08,900 --> 00:25:12,920
+يا أخوات أنا واخدت مثلا قرض مثلا مائة ألف دولار
+
+286
+00:25:14,060 --> 00:25:19,440
+ممكن أخد عليه فائدة 8% يعني مش هاخد 100 ألف و
+
+287
+00:25:19,440 --> 00:25:23,000
+أرجعهم 200 ألف، مصيبة هذه الفائدة بتكون قليلة، لكن
+
+288
+00:25:23,000 --> 00:25:28,420
+بتنحسب، خاصة لما تكون مركبة بيحكي إن أنا تم الحصول
+
+289
+00:25:28,420 --> 00:25:31,680
+على قرط بتكاليف تالتة المخفضة، اللي هي الفوائد،
+
+290
+00:25:31,680 --> 00:25:35,140
+تشغيل المسار اللي إحنا اتديناهم لحتى نجيب أرباح
+
+291
+00:25:35,140 --> 00:25:40,740
+طبعا هذه يا أخوات أنا أخد قرط الفائدة، اللي أسمح
+
+292
+00:25:40,740 --> 00:25:49,210
+الله، لازم أشتغللحد أجيب عوائد أغطي قد و الأش و
+
+293
+00:25:49,210 --> 00:25:52,990
+الفائدة، إذا اللازم نشتغل لحد أنسدد الدين و
+
+294
+00:25:52,990 --> 00:25:57,470
+الفائدة اللي علينا، و إلا وضعنا كذلك، إذا مجرد ما
+
+295
+00:25:57,470 --> 00:26:02,550
+نجيب سيرة الدين، على طول رفع مالي، التكاليف التالت
+
+296
+00:26:02,550 --> 00:26:06,250
+رفع تشغيل،
+
+297
+00:26:06,250 --> 00:26:09,700
+اتفضلي يا شيماء قايل ناش كاتب، شيماء حبيبدرجة
+
+298
+00:26:09,700 --> 00:26:13,420
+اعتماد المشروع في تمويل ال .. في تمويل أصولها على
+
+299
+00:26:13,420 --> 00:26:16,480
+أموال غير سواء كانت سندات أو قروض أو أسهم ممتازة
+
+300
+00:26:16,480 --> 00:26:20,020
+شوي شوي أموال الغير يا أخوات اللي هي السندات
+
+301
+00:26:20,020 --> 00:26:25,480
+والقروض هذه أدوات دين أدوات إيش؟ دين الأسهم
+
+302
+00:26:25,480 --> 00:26:30,260
+الممتازة ملكية لكن زي ما انت عارفة الأسهم الممتازة
+
+303
+00:26:30,260 --> 00:26:34,120
+بتشبه السندات لأن عليها عواقب تابعة خاليكوا معايا
+
+304
+00:26:34,120 --> 00:26:40,530
+لو سمحتوا خاليكوا معايا إيه ده؟ سنداتقروض ما هي
+
+305
+00:26:40,530 --> 00:26:49,750
+دول؟ دين زائد فائدة هذه أداة الدين أسهم ممتازة
+
+306
+00:26:49,750 --> 00:27:00,870
+أداة ملكية ولكن عليها فائدة تابعة ولها
+
+307
+00:27:00,870 --> 00:27:07,290
+أولوية استداد بعد الديون ماشي؟ واضحه لعيدها؟إذا ما
+
+308
+00:27:07,290 --> 00:27:17,530
+المقصود بأموال الغير؟ ثلاثة سندات، قروب، سندات،
+
+309
+00:27:17,530 --> 00:27:23,090
+سندات برضه ده الدين، تشتري سند، هدول اتنين ديون
+
+310
+00:27:23,090 --> 00:27:28,390
+بفوائد، رقم تلاتة من أموال الغير، أموال غير
+
+311
+00:27:28,390 --> 00:27:34,210
+المؤسسة، مش تموي داتي، تموي خارجي،
+
+312
+00:27:34,210 --> 00:27:40,790
+اللي هم الأسهم ممتازةالأسهم جميعها أداة ملكية ولكن
+
+313
+00:27:40,790 --> 00:27:46,550
+صنفناها أموال غير لأن عليها فائدة تابعة ويجب
+
+314
+00:27:46,550 --> 00:27:51,610
+سدادها بعد ما نسدد الديوم لازم نسددها الأسهم
+
+315
+00:27:51,610 --> 00:27:56,590
+العادية زي ما أنتي عارفة ينضل مصاري بياخد وماضلاش
+
+316
+00:27:56,590 --> 00:28:01,710
+راحة عليهم لكن الأسهم امتازلة عليها فوائد تابعة
+
+317
+00:28:01,710 --> 00:28:08,100
+ويجب تسديدهالمن يا مهدى؟ لأصحابها مش هم عامة أصحاب
+
+318
+00:28:08,100 --> 00:28:11,900
+المؤسسة لأ أصحاب المؤسسة يعني نوعين نوعين مساهمين
+
+319
+00:28:11,900 --> 00:28:15,800
+عاديين وهم الملاك الحقيقيين للمؤسسة ومساهمين
+
+320
+00:28:15,800 --> 00:28:20,540
+ممتازين في حالة تصفية الشركة إيش بنسوي؟ أول حاجة
+
+321
+00:28:20,540 --> 00:28:25,720
+بنسد الدين بعدين الأسهم الممتازة بعدين نضال حاجة
+
+322
+00:28:25,720 --> 00:28:30,060
+الأسهم العادية عشان هيك الأسهم الممتازة بتاخد
+
+323
+00:28:30,060 --> 00:28:36,700
+نسميها أسهم مهجنة جزء منها دينو جزء منها ملكية،
+
+324
+00:28:36,700 --> 00:28:40,360
+واضح؟ الدين ملكية بحت الأسهم العادية .. عفوًا
+
+325
+00:28:40,360 --> 00:28:46,760
+الدين أو الأس .. السندات دين بحت، ماحش بقول ملكية،
+
+326
+00:28:46,760 --> 00:28:51,500
+الأسهم العادية ملكية بحتها، الأسهم امتازة هان و
+
+327
+00:28:51,500 --> 00:28:58,680
+هان، واضح؟ لأن أسهم ممتازة هي أدات ملكية، لأن
+
+328
+00:28:58,680 --> 00:29:03,060
+عليها عائد تابت بيشبه الفئدة تبع القضي هي أدات دين
+
+329
+00:29:04,520 --> 00:29:08,280
+بنعيد تاني لماذا تسمى الأسهم ممتازة بالأسهم
+
+330
+00:29:08,280 --> 00:29:13,780
+المهجنة؟ كيف يعني مهجنة؟ يعني أبوها من بلد و أمها
+
+331
+00:29:13,780 --> 00:29:20,540
+من بلد بيسميه مهجنة الأسهم ممتازة خدي بالك أسهم
+
+332
+00:29:20,540 --> 00:29:25,560
+مهجنة زي لما يكون انت الوالد من فلسطين و الام من
+
+333
+00:29:25,560 --> 00:29:29,920
+أبسط العوانين جزء
+
+334
+00:29:29,920 --> 00:29:33,100
+منك هيك و جزء منك هيك لأ انت مع هدولة 100% ولا مع
+
+335
+00:29:33,100 --> 00:29:33,700
+هدولة 100%
+
+336
+00:29:37,810 --> 00:29:42,030
+لأن الأسهم ممتازة كونها أسهم يعني اسمها أسهم فهي
+
+337
+00:29:42,030 --> 00:29:49,490
+أدات ملكية ولكن لأن عليها عقد تابت يشبه الفائدة
+
+338
+00:29:49,490 --> 00:29:55,930
+فهي أدان .. فهي دين اتنين اتنين مش مساء لحدها عشان
+
+339
+00:29:55,930 --> 00:30:01,230
+نكسب منها أموال الغير ولها أولوية السداد يعني لو
+
+340
+00:30:01,230 --> 00:30:06,410
+صفينا الشركة بعد ما سد الدين البنوك بتيجي على طول
+
+341
+00:30:06,410 --> 00:30:12,790
+على أسهم ممتازةطب الأسهم العادية هم و نصيبهم إن
+
+342
+00:30:12,790 --> 00:30:15,450
+ضال حاجة هيهم بياخدوا، ماضالش حاجة خاصة هتعليهم
+
+343
+00:30:15,450 --> 00:30:21,450
+لأنهم هم الملاك الأشي الحقيقيين متى يكون تأثير
+
+344
+00:30:21,450 --> 00:30:29,870
+الرفع المالي إيجابيا؟ إذا المؤسسة اشتغلت منيح واضح
+
+345
+00:30:29,870 --> 00:30:32,650
+يالين اللي بدوا يخليكوا معانا إذا المؤسسة اشتغلت
+
+346
+00:30:32,650 --> 00:30:37,330
+منيح و جابت أرباح، سدقت القروض و الفوارق ضال معاها
+
+347
+00:30:37,330 --> 00:30:42,180
+مصاري، مين تاني؟متى يكون للرفع المالي تأثير إيجابي
+
+348
+00:30:42,180 --> 00:30:49,140
+إذا المؤسسة اشتغلت بشكل جيد حققت أرباح أو حققت
+
+349
+00:30:49,140 --> 00:30:54,060
+إيرادات ومنها سددت الدين والفادة وبقية الموال يعني
+
+350
+00:30:54,060 --> 00:30:56,980
+أنا سددت كل الديون اللي علي وضال معانا كمان فاضق
+
+351
+00:30:56,980 --> 00:31:03,040
+سيولة بيكون أنا التأثير الشمالي إيجابي طب متى
+
+352
+00:31:03,040 --> 00:31:08,770
+هيكون سلبي؟ العكسماشتغلناش زي الناس ولا اشتغلنا
+
+353
+00:31:08,770 --> 00:31:15,070
+بشكل جيد وماقدرناش نسبد لدن ولا فوائد بيكون وضعناش
+
+354
+00:31:15,070 --> 00:31:26,610
+ماله صعب بيكون وضعنا صعب أعيدها؟ أعيدها تاني؟
+
+355
+00:31:26,610 --> 00:31:32,860
+ادخلي مزايا الرفع المالي يالا يا أسمال برعيمزايا
+
+356
+00:31:32,860 --> 00:31:36,440
+رفع المال إلى ما تم تقليل عائد على الأصول أعلى من
+
+357
+00:31:36,440 --> 00:31:39,780
+تفلفة الإقراض؟ طبعا وقتش بيكون رفع المال هو مزايا،
+
+358
+00:31:39,780 --> 00:31:43,040
+ده كان إيجابي وقتش رفع المال بيكون إيجابي إذا
+
+359
+00:31:43,040 --> 00:31:46,140
+أشتغلنا كويس و جيبنا أموال، سددنا فيها الديون و
+
+360
+00:31:46,140 --> 00:31:49,520
+الفوائد، تفضلي واحد، تحسين العائد على حقوق
+
+361
+00:31:49,520 --> 00:31:52,920
+المساهمين نتيجة الفرق بين تفلفة الإقراض ومردود
+
+362
+00:31:52,920 --> 00:31:57,640
+الاستثمار المردود يا أخوات معناها ذبحية والمردود
+
+363
+00:31:57,640 --> 00:32:00,660
+معناها العائد ماشي
+
+364
+00:32:01,660 --> 00:32:08,340
+الها كذا اسم، لما أنا أسدد أموالكوا كناس ديانتون
+
+365
+00:32:08,340 --> 00:32:12,000
+مصاري وفائلي، معناها إن المستخدمين هيطلع لهم أرباح
+
+366
+00:32:12,860 --> 00:32:17,320
+مش قبل شوية حكينا أنه المساهم العادى هو و نصيبه في
+
+367
+00:32:17,320 --> 00:32:20,520
+حالة تصفية الشغل الشركة في أموال كتيرة بتطلعله
+
+368
+00:32:20,520 --> 00:32:23,740
+ومافيش خلاص هان .. لما أقولك الرافع النهاري
+
+369
+00:32:23,740 --> 00:32:26,940
+الإيجابي معناه فيه أن الأموال بتزيادة فإن شاء الله
+
+370
+00:32:26,940 --> 00:32:31,340
+حق المساهمين إلهم إيش؟ أربع، اتنين؟ المحافظة على
+
+371
+00:32:31,340 --> 00:32:34,460
+السيطرة في المؤسسة لأن الدائنين لا سمط لهم في
+
+372
+00:32:34,460 --> 00:32:38,020
+الإدارة ممكن حد في الإدارة، ممكن حد يشرح إنه رقم
+
+373
+00:32:38,020 --> 00:32:38,580
+اتنين؟
+
+374
+00:32:46,700 --> 00:32:53,100
+دقيقة للتفكير؟ ولا دقيقة صمت؟ دقيقة التفكير لو
+
+375
+00:32:53,100 --> 00:33:01,140
+سمحت، سهلة لما
+
+376
+00:33:01,140 --> 00:33:05,360
+أنت سدد ال deal اللي عليكي مايضالش للناس عليكي
+
+377
+00:33:05,360 --> 00:33:09,220
+مصاري، حد بيستجليش، يحشر حاله في شغلك؟ لأ، مااخدت
+
+378
+00:33:09,220 --> 00:33:13,040
+حاجة ليش متدخلة، إذا لما سدد dealنا وفوائدنا،
+
+379
+00:33:13,040 --> 00:33:19,340
+ماحدش إله علاقة بالإدارة ولا بشغل كلهوالعكس لو أنا
+
+380
+00:33:19,340 --> 00:33:22,920
+ما سددتش ديون البنوك بصير إليها حاجة تدخل في شغلي
+
+381
+00:33:22,920 --> 00:33:28,900
+وها دي مشكلة واضحة ولا عيدها؟ تلاتة عدم مشاركة
+
+382
+00:33:28,900 --> 00:33:32,320
+الآخرين في الأرباح المحظوظة مين الآخرين؟ إما
+
+383
+00:33:32,320 --> 00:33:35,880
+يكونوا مساهمين جدد أنا مش قادرة أسدد الديون بتاعتي
+
+384
+00:33:35,880 --> 00:33:39,240
+فروحت نزلت أسهم جديدة فشاروها ناس فإجوا معايا هدول
+
+385
+00:33:39,240 --> 00:33:44,280
+أول لهم مين؟ البنوك أنا ممكن أهجز على السداء ممكن
+
+386
+00:33:44,280 --> 00:33:50,310
+البنك يزود الفائدةاربع الاستفادة من ميزة كون
+
+387
+00:33:50,310 --> 00:33:54,630
+الفوائد قادرة للتنزيل من الدرائب من الدريبة خودي
+
+388
+00:33:54,630 --> 00:33:58,830
+بالك ما هو إذا احنا ماكناش ماخدين قروض و فوائد
+
+389
+00:33:58,830 --> 00:34:03,370
+الأرباح بتاعتنا هتكون مرتفعة فمين هي كلها؟ الدريبة
+
+390
+00:34:03,370 --> 00:34:12,530
+إذا كل ما زادت الأرباح بزيد منها خاص من الدرايب طب
+
+391
+00:34:12,530 --> 00:34:15,270
+متى الأرباح بزيل و بزيدش خاص من الدرايب لما يكون
+
+392
+00:34:15,270 --> 00:34:19,880
+فيه فائدة؟يعني هيك هيك احنا الأرباح عندنا متاكلة
+
+393
+00:34:19,880 --> 00:34:25,520
+يعني مالاخدش للفوائد الضيبة بتستنها الحمد لله
+
+394
+00:34:25,520 --> 00:34:31,160
+واضح؟ ففي الرقم 4 هتكون الضريبة اللي هتدفعها
+
+395
+00:34:31,160 --> 00:34:36,080
+مخافضة ليش؟ لأن الأرباح أصلا خافضة طب ليش الأرباح
+
+396
+00:34:36,080 --> 00:34:41,460
+أصلا خافضة؟ عشان الفوائد عيدها؟
+
+397
+00:34:41,460 --> 00:34:46,640
+طب ليش فيه فوائد؟ عشان احنا متدينين عيدها تاني؟
+
+398
+00:34:47,950 --> 00:34:55,570
+خمسة في فترات التضخم يتم
+
+399
+00:34:55,570 --> 00:34:59,530
+اقتراض الأموال دا قوة شرائية عالية وإعادتها بأموال
+
+400
+00:34:59,530 --> 00:35:03,110
+دا قوة شرائية أقل هذه بصراحة مش دايما بالصير، ليش؟
+
+401
+00:35:03,110 --> 00:35:06,710
+لأن البنوك ما أخد بالها من الحتة هذه، بمعنى أنا
+
+402
+00:35:06,710 --> 00:35:15,040
+لما اتدينت كانت ال 100 دولار 400 شكلجابل سنة لما
+
+403
+00:35:15,040 --> 00:35:21,440
+جيبها سدد صارت 150 سدد 350 طب انا فرحة عند سددها
+
+404
+00:35:21,440 --> 00:35:24,840
+350 لكن حقيقة البنوك مابتدخش بشكل هذا لإن هى بتخسر
+
+405
+00:35:24,840 --> 00:35:29,920
+بيصير تغيظ بسعر الفائد واضح؟ ده ليش معنى فترة
+
+406
+00:35:29,920 --> 00:35:35,660
+تتدخم ان انت تش .. يعني لما تتدقن اليوم بيكون سعر
+
+407
+00:35:35,660 --> 00:35:39,950
+الدنار أفضل من لما يشتج السدد دىزي ما حكينا 100
+
+408
+00:35:39,950 --> 00:35:42,270
+دولار بتبقى 400 shekel لما جيت أستاذ اللجنة 350
+
+409
+00:35:42,270 --> 00:35:46,290
+يعني لقيت ال .. ال bank بيرفع أسعار الفوائد ..
+
+410
+00:35:46,290 --> 00:35:50,290
+الفوائد عشان ال .. اه بحسبها ب .. بتفرج معاه يعني
+
+411
+00:35:50,290 --> 00:35:53,390
+انا بعطيكي 100 دولار طب لما يكون بعطيكي 100 ألف
+
+412
+00:35:53,390 --> 00:35:59,450
+دولار شوفي قداش هتفرج لما ترجعيها طبعا انت بتخديها
+
+413
+00:35:59,450 --> 00:36:03,540
+الدولار و بترجعيها الدولارمابنفعش ارجعهاش تاني لكن
+
+414
+00:36:03,540 --> 00:36:08,060
+احسبلك سعر اللي صار كيف اتغير واضح؟ واضحة اللي
+
+415
+00:36:08,060 --> 00:36:12,860
+عيدها؟ ستة يا أسمع الاقتراض بحكمه يمكن المؤسسة من
+
+416
+00:36:12,860 --> 00:36:16,400
+بناء سمعة في الأسواق المالية وهذا أمر بحاجة إليه
+
+417
+00:36:16,400 --> 00:36:19,340
+دائما خاصة عندما تحتاج إلى مزيد بناء اقتراض
+
+418
+00:36:19,340 --> 00:36:22,720
+الاقتراض بحكمه معناه يا أخوات أني أنا أدرس قرار
+
+419
+00:36:22,720 --> 00:36:28,110
+القروض بشكل جيد في لعبة الجواهرو أحسبها صح و أحسب
+
+420
+00:36:28,110 --> 00:36:30,750
+الفائدة و قبل ما أحسب الفائدة طبعا أنتوا عارفين
+
+421
+00:36:30,750 --> 00:36:34,970
+البنوك بدها ضمانات فلازم نحسب كويس مسألة الحصول
+
+422
+00:36:34,970 --> 00:36:39,630
+على إيش على دين أنا بداين من البنك طبعا البنك يا
+
+423
+00:36:39,630 --> 00:36:42,930
+أخوات في عنده حاجة اسمها blacklist اللي هي القائمة
+
+424
+00:36:42,930 --> 00:36:48,110
+السوداء ماشي شرماء الدين أتمنى ما سددتش أول مرة
+
+425
+00:36:48,110 --> 00:36:50,730
+تاني مرة بنحطها في القائمة السوداء إيش يعني
+
+426
+00:36:50,730 --> 00:36:53,670
+القائمة السوداء لما ترجع تداين مني مرة تانية
+
+427
+00:36:53,670 --> 00:36:57,800
+ماعرفش ماليكيش خالص يعنيوفينا ناس في ال .. اللي هي
+
+428
+00:36:57,800 --> 00:37:01,280
+list اللي هي إيش؟ القائمة أو ال white list اللي هي
+
+429
+00:37:01,280 --> 00:37:08,320
+القائمة البيضاء، لأ هذه كبلاق، هي كله أسوأ ال
+
+430
+00:37:08,320 --> 00:37:14,440
+white list اللي هي القائمة البيضاء بتضلها أميرة
+
+431
+00:37:14,440 --> 00:37:19,280
+تتدين منها و تسدد ممتازة إذا أجت مرضى تاني أو عشرة
+
+432
+00:37:19,280 --> 00:37:22,570
+بيعطيها فيش مشاكلالاقتراض بحكم المقصود فيه إن أنا
+
+433
+00:37:22,570 --> 00:37:25,330
+لما أتدايم المؤسسات أسدد عشان أظلها سمعتني
+
+434
+00:37:25,330 --> 00:37:29,770
+أشمالها، إن دمزايا الرافع المالي مرة تانية، تحسين
+
+435
+00:37:29,770 --> 00:37:33,130
+أرباح أصحاب المؤسسة، المحافظة على سيطرتنا عن
+
+436
+00:37:33,130 --> 00:37:37,290
+مؤسسات دون تدخل أي أحد، عدم مشاركة أي أحد خارجي في
+
+437
+00:37:37,290 --> 00:37:41,150
+أرباحي، الاستفادة من إن أصلا الفائد دلوقتي هتتنزل،
+
+438
+00:37:41,150 --> 00:37:43,230
+الفائدة هتتنزل من الأرباح والأرباح هتتنزل من
+
+439
+00:37:43,230 --> 00:37:49,010
+الدريبة، فكل ما كان عندي فرائد، الدريبة بتقلأيضا
+
+440
+00:37:49,010 --> 00:37:53,730
+ممكن نستفيد من القوة الشرائية لسعر الدولار ولكن مش
+
+441
+00:37:53,730 --> 00:37:58,470
+دايما، ليش؟ لأن الbank بيحسبها صح أيضا لما انا
+
+442
+00:37:58,470 --> 00:38:01,370
+اقترح بحكم ان بكون عندي سمعة بيضاء في ال .. او
+
+443
+00:38:01,370 --> 00:38:04,350
+سمعة حسنة بين المؤسسات فبلاقي حد ايه شماله، ايه
+
+444
+00:38:04,350 --> 00:38:10,830
+دايما السلبيات عكس من المزايا، يلا يا إسرائيل نملة
+
+445
+00:38:10,830 --> 00:38:11,790
+عكسينا المزايا
+
+446
+00:38:15,030 --> 00:38:23,910
+و النساء، العكسها؟ عدم عدم تحسين العادة على حسين
+
+447
+00:38:23,910 --> 00:38:27,610
+ممتاز، عدم تحسين اللي مايكون عندش رفرنالي العوائد
+
+448
+00:38:27,610 --> 00:38:31,270
+بيكون سيئة، اتنين عدم المحافظة على الاستثمار ممكن
+
+449
+00:38:31,270 --> 00:38:35,070
+حد ييجي يتدخل في دا تشركة بتاعتى، تلاتة مشاركة
+
+450
+00:38:35,070 --> 00:38:38,670
+لآخرين هذه سلبيات، مشاركة لآخرين في الأرباح هذه
+
+451
+00:38:38,670 --> 00:38:42,720
+سيئة عدم الاستفادة بالميزة في كون القواعدالفوائد
+
+452
+00:38:42,720 --> 00:38:49,040
+.. الفوائد قبل ده .. ممتاز .. في فترات التدارف
+
+453
+00:38:49,040 --> 00:38:52,340
+خاملة يجب اختراف الأموال اللي هو شراية عالية و
+
+454
+00:38:52,340 --> 00:38:54,200
+اعادتها بالأموال اللي هو شراية عالية .. هتكون
+
+455
+00:38:54,200 --> 00:38:57,640
+العكس ساعات .. أكثر .. عدم الاختراف بحيث ما يمكنه
+
+456
+00:38:57,640 --> 00:39:01,260
+أسسها من بناء صنع في أسباب المالية بعد أعمل بحاجة
+
+457
+00:39:01,260 --> 00:39:05,560
+قليلة دائما خاصة عندما تحتاج لبس الدنيا شكرا نياد
+
+458
+00:39:05,560 --> 00:39:15,330
+.. واضحة العيدة .. عيدة تاني؟نتوقف عند مقاييس
+
+459
+00:39:15,330 --> 00:39:18,570
+الرفع المالي لأنه هذا عملي فبناخد وراحتنا ان شاء
+
+460
+00:39:18,570 --> 00:39:25,530
+الله المحاضرة القادمة و بنحاول نخلص هذا الفصل، هذا
+
+461
+00:39:25,530 --> 00:39:28,050
+فصل صغنون، ده مخفي، عارف يا جماعة؟
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lFMZoD5wbb8_raw.json b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lFMZoD5wbb8_raw.json
new file mode 100644
index 0000000000000000000000000000000000000000..c6483b334449f2c8f03a5ad38ee6f997c7d00008
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lFMZoD5wbb8_raw.json
@@ -0,0 +1 @@
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{"id": 43, "seek": 120131, "start": 1177.91, "end": 1201.31, "text": "أبيعلي حاجة واربح فيها، لكن حاجة مش كل يوم هبيحها يعني، صار في الأرباح بعد الضريبة أو قبل الضريبة، هذه أنواع الأرباح على السريع تعالي نبدأ نشتغل، احسبي ROI، خولي بالك الشركة دي فيها خطأ مطبعي، في حد جابله؟", "tokens": [10721, 21292, 3615, 20292, 11331, 26108, 3660, 4032, 9640, 49628, 8978, 11296, 12399, 44381, 11331, 26108, 3660, 37893, 28242, 7251, 20498, 8032, 21292, 5016, 11296, 37495, 22653, 12399, 20328, 9640, 8978, 16247, 25513, 39319, 39182, 6024, 114, 16572, 49401, 34051, 12174, 36150, 6024, 114, 16572, 49401, 12399, 29538, 14739, 14407, 3615, 16247, 25513, 39319, 15844, 21136, 16572, 3615, 37279, 6027, 1829, 8717, 44510, 10721, 8717, 8592, 2655, 17082, 1211, 12399, 1975, 5016, 35457, 1829, 49808, 12399, 16490, 12610, 1829, 20666, 4117, 25124, 31747, 3660, 11778, 1829, 8978, 11296, 16490, 9566, 10721, 3714, 9566, 3555, 3615, 1829, 12399, 8978, 11331, 3215, 10874, 16758, 43761, 22807], "avg_logprob": 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ROI return اللي هو العائد on asset ال ROI اللي أخدناه في القوة الإيرادية اللي هو العائد على الاستثمار return on investment ماشي؟ فهذه الأصول", "tokens": [6027, 20292, 31439, 49808, 5296, 10721, 5551, 9381, 12610, 13672, 1829, 39896, 2423, 11999, 1975, 1829, 8592, 4724, 1829, 9566, 1211, 3615, 30, 49808, 2736, 13672, 1829, 31439, 18863, 16373, 3215, 322, 11999, 2423, 49808, 13672, 1829, 5551, 9778, 3215, 8315, 3224, 8978, 25062, 2407, 3660, 33688, 13546, 18513, 10632, 13672, 1829, 31439, 18863, 16373, 3215, 15844, 42963, 14851, 12984, 2304, 9640, 2736, 322, 6078, 3714, 33599, 1829, 22807, 6156, 3224, 24192, 16247, 9381, 12610], "avg_logprob": -0.21299342379758232, "compression_ratio": 1.6573033707865168, "no_speech_prob": 2.205371856689453e-06, "words": [{"start": 1233.63, "end": 1233.93, "word": "اللي", "probability": 0.968017578125}, {"start": 1233.93, "end": 1234.27, "word": " هو", "probability": 0.98681640625}, {"start": 1234.27, "end": 1235.01, "word": " ROI", "probability": 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\ No newline at end of file
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new file mode 100644
index 0000000000000000000000000000000000000000..78ab5949622457feb051a93a80848140ed7fd453
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lFMZoD5wbb8_raw.srt
@@ -0,0 +1,2004 @@
+1
+00:00:20,970 --> 00:00:23,150
+عوضوا بالله السميع العالمين الشيطان الرجيم بسم
+
+2
+00:00:23,150 --> 00:00:25,710
+الله الرحمن الرحيم، الحمد لله والصلاة والسلام على
+
+3
+00:00:25,710 --> 00:00:29,210
+المصطفى الأمين سيدنا محمد وعلى أهله ومن صحى العدوى
+
+4
+00:00:29,210 --> 00:00:32,210
+السلام من الدين، فبدا السلام عليك محمد الله، كيف
+
+5
+00:00:32,210 --> 00:00:38,070
+حالكوا؟ كيف أصبحتوا اليوم؟ كويس إن شاء الله؟مازلنا
+
+6
+00:00:38,070 --> 00:00:40,810
+يا أخوات في موضوع التحليل المالي باستخدام النسب
+
+7
+00:00:40,810 --> 00:00:44,670
+المالية بعد ما نهينا مع بعض نسب التداول بدأنا مع
+
+8
+00:00:44,670 --> 00:00:47,790
+بعض أيضا في نسب النشاط اتعرفنا على معدل دوران
+
+9
+00:00:47,790 --> 00:00:51,510
+الأصول معدل دوران أصول تابعة ومعدد دوران الأصول
+
+10
+00:00:51,510 --> 00:00:54,990
+المتداولة أنهينا المحاضرة الماضية بالتعرف على معدل
+
+11
+00:00:54,990 --> 00:00:59,080
+دوران المدينين ومتوسط فترة التحصيلاليوم هنكمل مع
+
+12
+00:00:59,080 --> 00:01:02,740
+بعض عن معدل دوران النخزون إذا تتذكر المحاضرة
+
+13
+00:01:02,740 --> 00:01:05,820
+الماضية حكينا مع بعض إن بس أشوف كلمة دوران في
+
+14
+00:01:05,820 --> 00:01:10,880
+المالية معناها مبيعات ع البسط و الشغل اللي بيسأل
+
+15
+00:01:10,880 --> 00:01:14,960
+عنها في المقر ماشي و كل ما كانت المعدلات هذه عالية
+
+16
+00:01:14,960 --> 00:01:19,100
+كل ما كان نشاط المؤسسة أشماله عالي لأن معدل النشاط
+
+17
+00:01:19,100 --> 00:01:23,020
+بيقيس كفاءة المؤسسة في استغلال أصولها في تحقيق
+
+18
+00:01:23,020 --> 00:01:26,700
+مبيعات عندنا اليوم معدل دوران المخزون معدل دوران
+
+19
+00:01:26,700 --> 00:01:30,770
+المخزون حالة خاصةمعدل دولة المخزون أشماله؟ على
+
+20
+00:01:30,770 --> 00:01:37,170
+خاصة معدل دولان المخزون بساوي تكلفة المبيعات خُدي
+
+21
+00:01:37,170 --> 00:01:47,170
+بالك إن وجدت تقسيم متوسط المخزون إن وجدت إذا مش
+
+22
+00:01:47,170 --> 00:01:50,330
+دايما عندنا تكلفة المبيعات، مش دايما خاصة إن
+
+23
+00:01:50,330 --> 00:01:53,510
+ماكانش عندنا خمس دخل ومش دايما عندنا متوسط المخزون
+
+24
+00:01:53,510 --> 00:01:58,390
+متوسط المخزون إيش بساوي؟ من اسمه، من وسط الحسابة
+
+25
+00:02:00,790 --> 00:02:09,430
+مخزون أول المدة زائد مخزون أخر المدة تقسيم اتنين
+
+26
+00:02:09,430 --> 00:02:13,810
+ان وجد عندنا اتنين مخزون بناخدهم و بنقسمهم على
+
+27
+00:02:13,810 --> 00:02:16,390
+اتنين و بنشتغل مافيش اتنين مخزون المخزون اللي
+
+28
+00:02:16,390 --> 00:02:20,250
+موجود عندنا ايه ده المعدل دولار المخزون بيساوي
+
+29
+00:02:20,250 --> 00:02:24,150
+تكلفة المبيعات تقسيم متوسط المخزون تعالوا على
+
+30
+00:02:24,150 --> 00:02:28,590
+السؤال اللي معانا هنشوف مع بعض السؤال اللي بنتابع
+
+31
+00:02:28,590 --> 00:02:33,050
+المحاضرةمن ورن بنجيب تكليف المبيعات؟ بنجيبها من
+
+32
+00:02:33,050 --> 00:02:40,650
+قائمة الدخل بنجيبها من قائمة الدخل كداش؟ سجل
+
+33
+00:02:40,650 --> 00:02:46,990
+العقبات موجودة؟ صفية؟
+
+34
+00:02:46,990 --> 00:02:54,530
+خمس مليون و اثنين كداش يا انت تكلفات المبيعات؟
+
+35
+00:02:54,530 --> 00:03:01,160
+ايه؟ ان المعدلدوران المخزون السلع لهذه الشركة هي
+
+36
+00:03:01,160 --> 00:03:06,600
+ساوي، قصته مقام، تكلفة المبيعات خمسة، واحد، ستة
+
+37
+00:03:08,170 --> 00:03:14,690
+تلات أسفل؟ لأ لأ بالسالب .. لأ .. لأ بالسالب لأنه
+
+38
+00:03:14,690 --> 00:03:19,110
+لقمة الدخل، مالاش اللي لقى بالإشارة، اه مالاش اللي
+
+39
+00:03:19,110 --> 00:03:21,770
+لقى بالإشارات، احنا بناخد الدقم و بنضلنا ماشيين،
+
+40
+00:03:21,770 --> 00:03:24,570
+هي مضروحة عشان قمة الدخل، قمة الدخل من أعلى لأسفل
+
+41
+00:03:24,570 --> 00:03:28,610
+بأطرح، من أسفل لأعلى بأجهزة، ماشي؟ بناخد بس الرقم،
+
+42
+00:03:28,610 --> 00:03:31,810
+مالاش اللي لقى بالإشارة، خمسة، واحد، ستة، خمسمية
+
+43
+00:03:31,810 --> 00:03:35,300
+وستة عشر ألف كتبناهإذا مين هذا اللي في المقام
+
+44
+00:03:35,300 --> 00:03:37,260
+عبارة عن تكل .. عفوا مين هذا اللي في ال bus عبارة
+
+45
+00:03:37,260 --> 00:03:40,540
+عن تأكل و فت .. تكل و فتقاش؟ المبيعات المخزون وين
+
+46
+00:03:40,540 --> 00:03:45,320
+بيلاجيه؟ الميزانية العمومية المخزون بيلاجيه في
+
+47
+00:03:45,320 --> 00:03:47,980
+الميزانية العمومية ستين .. ستين .. ستين .. ستين ..
+
+48
+00:03:47,980 --> 00:03:48,760
+ستين .. ستين .. ستين .. ستين .. ستين .. ستين ..
+
+49
+00:03:48,760 --> 00:03:48,860
+ستين .. ستين .. ستين .. ستين .. ستين .. ستين ..
+
+50
+00:03:48,860 --> 00:03:49,100
+ستين .. ستين .. ستين .. ستين .. ستين .. ستين ..
+
+51
+00:03:49,100 --> 00:03:51,500
+ستين .. ستين .. ستين .. ستين .. ستين .. ستين ..
+
+52
+00:03:51,500 --> 00:03:58,280
+ستين .. ستين .. ستين
+
+53
+00:03:58,280 --> 00:03:59,460
+.. ستين ..
+
+54
+00:04:04,130 --> 00:04:09,970
+8.6 كيف
+
+55
+00:04:09,970 --> 00:04:14,250
+جيبنا معاعد 8.6 قلنا تكلفة المبيعات تقسيم ايش
+
+56
+00:04:14,250 --> 00:04:18,610
+تقسيم المخزون السلعي التكلفة بجيبها من قائمة الدخل
+
+57
+00:04:18,610 --> 00:04:23,710
+المخزون السلعي بجيبه من الميزانية العمومية أخدتي
+
+58
+00:04:23,710 --> 00:04:27,270
+بالك أن أحنا ماعند لا مخزون أول مدة ولا مخزون أخر
+
+59
+00:04:27,270 --> 00:04:32,970
+مدة أخدنا المخزون الموجود وضلنا ماشية في حالة ماذا
+
+60
+00:04:32,970 --> 00:04:43,750
+لوماذا لو لا يوجد تكلفة مبيعات؟ بعض الحالات يا
+
+61
+00:04:43,750 --> 00:04:46,310
+أخوات بيجيبنيش قوانين، بيجيبلي شوية بيانات في فقرة
+
+62
+00:04:46,310 --> 00:04:51,030
+مبيعات كذا، مخزون كذا، و هكذا، لو ماعناش تكلفة
+
+63
+00:04:51,030 --> 00:04:54,990
+مبيعات، بيصير القانون زي ما اتعودنا، المبيعات
+
+64
+00:04:54,990 --> 00:05:00,970
+تقسيم المخزون السلعي، ده ممكن نحكي مع بعض في حالة
+
+65
+00:05:00,970 --> 00:05:08,880
+غيابتكلفة المبيعات يتم استبدالها بالمبيعات إذا أنا
+
+66
+00:05:08,880 --> 00:05:12,120
+ببساطة لو عندي تكلفة مبيعات بيكون في معدل دوران
+
+67
+00:05:12,120 --> 00:05:15,900
+المخزون ال bus تكلفة المبيعات، ماشي؟ و المقام
+
+68
+00:05:15,900 --> 00:05:19,900
+المخزون، لو ماعناش تكلفة المبيعات زي ما اتعودت، ال
+
+69
+00:05:19,900 --> 00:05:26,620
+bus المبيعات و المقام الاش؟ و المقام المخزون،
+
+70
+00:05:26,620 --> 00:05:34,600
+شو يعني؟ 8.6، ماشي؟معدل دوران المخزون بيدل على أكم
+
+71
+00:05:34,600 --> 00:05:40,200
+يوم الشركة بدها لحتى تاخد المخزون و تبيعه يصير
+
+72
+00:05:40,200 --> 00:05:45,400
+فلوس ماشي طبعا 8 يابون 6 انا ممكن اقربها بصير 9
+
+73
+00:05:45,400 --> 00:05:51,000
+كده 8 يوم 9 واضح؟ ده شو يعني 8 يابون 6 او 9 لو
+
+74
+00:05:51,000 --> 00:05:57,160
+قربناها أكم يوم بدنا بس نحمل مخزون و نروح السوق و
+
+75
+00:05:57,160 --> 00:06:00,880
+نبيعه يصير أموالواضح؟ والكلام هذا حكيناه المحاضرة
+
+76
+00:06:00,880 --> 00:06:03,980
+الماضية لما شرحنا مع بعض عن نسبة السيولة السريعة
+
+77
+00:06:03,980 --> 00:06:08,720
+حكينا نسبة السيولة السريعة يتم فيها استبعاد أو طرد
+
+78
+00:06:08,720 --> 00:06:12,140
+المخزون لأن المخزون بياخد وجد في تحويله لإيش
+
+79
+00:06:12,140 --> 00:06:16,200
+الأموال مش زي الأموال التانية ال cash يعني واضح
+
+80
+00:06:16,200 --> 00:06:20,640
+ولا أيدا؟ واضح أيضا بتدل على حجم استثماري في
+
+81
+00:06:20,640 --> 00:06:24,080
+المخزون أيضا معادل دوران المخزون بتدل على حجم
+
+82
+00:06:24,080 --> 00:06:28,900
+استثمارنا في المخزونعيدة تاني إذا معدل دوران
+
+83
+00:06:28,900 --> 00:06:30,920
+المخزون هو النسبة الوحيدة اللي إلها اتنين قانون
+
+84
+00:06:30,920 --> 00:06:36,320
+حسب المعطيات قانونها الرئيسي تكلفة المبيعات تقسيم
+
+85
+00:06:36,320 --> 00:06:42,080
+المخزون أو متوسط المخزون طب إيه الفرض مافيش تكلفة
+
+86
+00:06:42,080 --> 00:06:44,440
+المبيعات؟ وهذا الكلام بظهر عندي في الفقرات مش في
+
+87
+00:06:44,440 --> 00:06:48,620
+القوانين المالية بنقول مبيعات علاش المخزون شو يعني
+
+88
+00:06:48,620 --> 00:06:51,900
+معدل دوران المخزون؟ أكم يوم؟ أنا محتاجة لحتى أحول
+
+89
+00:06:51,900 --> 00:07:00,710
+المخزون لأموال، ممتازةأخدنا هذه و هذه ده يا هذى
+
+90
+00:07:00,710 --> 00:07:04,230
+أخر حاجة عندنا بالنسبة للنشاط ما أخدناهاش معدل
+
+91
+00:07:04,230 --> 00:07:08,450
+دوران صافي رأس المال العامل مين هو يجعلناه يفكر
+
+92
+00:07:08,450 --> 00:07:11,890
+يعطينا القانون فضلي المبيعات على صافي رأس المال
+
+93
+00:07:11,890 --> 00:07:14,650
+العامل شكرا يا اميرة، إذا عبارة عن المبيعات تقسيم
+
+94
+00:07:14,650 --> 00:07:17,430
+صافي رأس المال العامل ما هي المبيعات، عارفينها؟
+
+95
+00:07:17,430 --> 00:07:20,690
+تكونوا معطالة جاهزة في السؤال هيها صافي رأس المال
+
+96
+00:07:20,690 --> 00:07:25,730
+العامل إيه قانون أخدناها قبل هيك صافيرأس المال
+
+97
+00:07:25,730 --> 00:07:32,470
+العامل إيش بيساوي يا أخوات؟ الأصول دائما كلمة صافي
+
+98
+00:07:32,470 --> 00:07:39,970
+حاجة ناقصها الأصول المتداولة ناقص الخصوم المتداولة
+
+99
+00:07:39,970 --> 00:07:43,330
+بس جابنا لما نكمل خلّينا نجيب معادلة الدوران
+
+100
+00:07:43,330 --> 00:07:46,850
+المخزون من ال sheet إذا نجيب مع بعض معادلة الدوران
+
+101
+00:07:46,850 --> 00:07:52,050
+المخزون من ال sheet نشوف كده شتطلع معانا إذا جابنا
+
+102
+00:07:52,050 --> 00:07:54,940
+لما نكمل النقطة هذهإن أنا أجيبها و أعدى لدوران
+
+103
+00:07:54,940 --> 00:08:02,720
+مخزون من الشيطة لو أطلعت عليها فتلاقي هي على طول
+
+104
+00:08:02,720 --> 00:08:09,240
+جاي بعد المبيعات إذن هي هذه نور موجودة يلا يعني
+
+105
+00:08:10,690 --> 00:08:14,070
+معادل دوران المخزون تساوي .. إذا هنحل الأمن ال
+
+106
+00:08:14,070 --> 00:08:17,990
+sheet نشوف مع بعض القانون مكتوب تكلفة المبيعات
+
+107
+00:08:17,990 --> 00:08:21,990
+تقسيم إيش؟ تقسيم المخزون لإن هو أول حاجة بعملها
+
+108
+00:08:21,990 --> 00:08:24,670
+بكتب القانون اللي هتجيب منه اللي هي تكلفة المبيعات
+
+109
+00:08:24,670 --> 00:08:30,610
+على المخزون كدهش تكلفة المبيعات يا عزيزي؟ تكلفة
+
+110
+00:08:30,610 --> 00:08:35,050
+المبيعات اللي هو 261 2000
+
+111
+00:08:42,470 --> 00:08:45,150
+الفين و ستمية و ستاشر بين الاثنين انت و اين يا
+
+112
+00:08:45,150 --> 00:08:49,130
+جماعة؟ في ال sheet الجديد تقسيم اللي هو المخزون
+
+113
+00:08:49,130 --> 00:08:55,030
+ستمية و ستاشر ممتاز شكرا يان بس أجمال التكلفة هي
+
+114
+00:08:55,030 --> 00:08:59,470
+المبيعات؟ أه أه تكلفة المبيعات مش مبيعات أجمالي
+
+115
+00:08:59,470 --> 00:09:03,630
+التكلفة في السؤال هي تكلفة المبيعات ماشي جداشا
+
+116
+00:09:03,630 --> 00:09:06,550
+عندك التكلفة؟ الفين و ستمية و ستاشر؟ في حد
+
+117
+00:09:06,550 --> 00:09:11,130
+مالجهاش؟ في حد مالجهاش الفين و ستمية و ستاشر؟ بهم
+
+118
+00:09:11,130 --> 00:09:16,270
+اللي جابوها؟في حد مش عارف من وين جيبناها؟ 2016
+
+119
+00:09:16,270 --> 00:09:22,610
+تقسيم المخزون فوق قائمة اللي هو تحت 615 كتش النتج؟
+
+120
+00:09:22,610 --> 00:09:27,450
+4.3 ايوة
+
+121
+00:09:27,450 --> 00:09:31,010
+اربع ايام لبيع ياش المخزون ممتاز وضع شركة جيد هنا
+
+122
+00:09:31,010 --> 00:09:35,330
+وضع الشركة جيد ليش وضع شركة جيد؟ لأنها تحتاج إلى
+
+123
+00:09:35,330 --> 00:09:40,830
+فقط اربع ايام لتحويل المخزون إلى اموال واضح؟
+
+124
+00:09:42,980 --> 00:09:45,720
+وقتها هذه ولا عيدها؟ في حد بيسأل نفسه من الممكن
+
+125
+00:09:45,720 --> 00:09:50,800
+بيجيبه القرقان؟ لا لسه ما .. لأ أنا رجعت تاني، بدي
+
+126
+00:09:50,800 --> 00:09:53,980
+أرجع تاني لإن أنا أشرح لأ هذا على معدل دوان
+
+127
+00:09:53,980 --> 00:09:57,960
+المخزون في معنى شريط مفروض كل حاجة ناخدها و نسبها
+
+128
+00:09:57,960 --> 00:10:02,860
+عليه، ماشي؟ فأنا نسيتها فرجعتلها تاني واضح؟ معدل
+
+129
+00:10:02,860 --> 00:10:06,280
+دوان المخزون مرة تانية بيساوي تكلفة المبيعات تقسيم
+
+130
+00:10:06,280 --> 00:10:12,470
+المخزونوحسب نمطي مرة سؤال الفصل ومرة سؤال الشيطان
+
+131
+00:10:12,470 --> 00:10:16,010
+تعالوا نرجع مرة تانية لمعادل دوران صافي رأس المال
+
+132
+00:10:16,010 --> 00:10:19,610
+العامل قولنا كلمة دوران معناها المبيعات على ال bus
+
+133
+00:10:19,610 --> 00:10:22,970
+المحسوم على المقام صافي رأس المال العامل اللي هو
+
+134
+00:10:22,970 --> 00:10:26,890
+المقام صافي رأس المال المال العامل اللي هو القانون
+
+135
+00:10:26,890 --> 00:10:31,250
+على الجانب عبارة عن الأصول المتداولة ناقص الخصوم
+
+136
+00:10:31,250 --> 00:10:36,970
+المتداول تعالوا نجيب مع بعض في سؤال الشبكةإذا انت
+
+137
+00:10:36,970 --> 00:10:41,070
+هاي و نحسب مع بعض معدل دوران الأصول دينا غزال قداش
+
+138
+00:10:41,070 --> 00:10:49,490
+عندك المبيعات؟ 600 ألف في السؤال تبع ال .. لأ مش
+
+139
+00:10:49,490 --> 00:10:54,590
+ال sheet لأ في ال .. سؤال ال slide 600 ألف هاي
+
+140
+00:10:54,590 --> 00:11:00,890
+السؤال اللي بنحل فيه قداش مبيعاتك؟ 600 ألف 600 ألف
+
+141
+00:11:00,890 --> 00:11:04,350
+هنكتبها في ال bus ولا في المقام يا انتي؟فى ال bus
+
+142
+00:11:04,350 --> 00:11:08,110
+حطينا فى ال bus 600 ألف فى حد بيسأل مين هدى؟ هد
+
+143
+00:11:08,110 --> 00:11:12,070
+المبيعات صار فى رأس الملعب مالكيب نجيبه يدينا
+
+144
+00:11:12,070 --> 00:11:17,030
+الأصول المتداولة ناقصاش الخصوم المتداولة هنروح على
+
+145
+00:11:17,030 --> 00:11:21,150
+الميزانية فى الميزانية هنشوف قداشر أصولنا
+
+146
+00:11:21,150 --> 00:11:25,730
+المتداولة ممكن أجيها محسوبة وممكن أنا أجيبها
+
+147
+00:11:25,730 --> 00:11:30,510
+أصولنا المتداولة هيها شايفوا هدول؟
+
+148
+00:11:35,200 --> 00:11:37,440
+مين الأربع في الصندوق هدول؟ هدول الأصول المتداولة،
+
+149
+00:11:37,440 --> 00:11:41,420
+هو مش حاسبها لو حاسبها كان أخدتها و كتبتها ناقص
+
+150
+00:11:41,420 --> 00:11:45,860
+خصومنا المتداولة التلاتة
+
+151
+00:11:45,860 --> 00:11:49,200
+هذه إذا من وين هنجيب صرف راس المال؟ عامل عبارة عن
+
+152
+00:11:49,200 --> 00:11:54,780
+أصول المتداولة ناقص خصومنا المتداولة هنفتح قص نقول
+
+153
+00:11:54,780 --> 00:12:03,820
+عشر تلاف زائد تلاتين ألف ممتاز42 ألف زائد 60 ألف
+
+154
+00:12:03,820 --> 00:12:17,280
+ناقص 22 ألف 32 ألف ثمان تلف زائد ثمان تلف احسبيها
+
+155
+00:12:17,280 --> 00:12:23,220
+لو سمحت انجمع و نطرح و بعدين نقسم 600 تقسيم صحف
+
+156
+00:12:23,220 --> 00:12:28,360
+الأصول صحف الرأس المال عام في سؤال؟عيد تاني، من
+
+157
+00:12:28,360 --> 00:12:32,740
+كيف بنحسب معدل دوران راس المال العامل؟ أو معدل
+
+158
+00:12:32,740 --> 00:12:36,240
+دوران سافر راس المال العامل؟ عبارة عن الأصول
+
+159
+00:12:36,240 --> 00:12:40,420
+المتداولة، المفروض أنك تعرفها، ناقص الخصوم
+
+160
+00:12:40,420 --> 00:12:45,160
+المتداولة، بنجيبهم على جنب، طب كيف بحسب معدل
+
+161
+00:12:45,160 --> 00:12:49,740
+الدوران المبيعات تقسيم اللي حطته على جنب؟ اتنين
+
+162
+00:12:49,740 --> 00:12:56,060
+بايت اتنين، كلهم على بعضه؟ اه، احنا تعملنا التحيط
+
+163
+00:12:56,060 --> 00:12:56,520
+مع بعضنا
+
+164
+00:12:59,290 --> 00:13:02,730
+تكلفة المبيعات مانعاش علاقة، تكلفة المبيعات بس
+
+165
+00:13:02,730 --> 00:13:05,590
+بتيجي بحالة واحدة معدل دوران المخزون فقط، مانعاش
+
+166
+00:13:05,590 --> 00:13:09,770
+علاقة بالباقى، إذا ماتاني يا أخوات، كلمة دوران
+
+167
+00:13:09,770 --> 00:13:15,290
+معناها مبيعات على البسط، إلا في حالة واحدة، إذا
+
+168
+00:13:15,290 --> 00:13:19,830
+كان المخزون هو المطلوب، معدل دوران المخزون،
+
+169
+00:13:19,830 --> 00:13:23,900
+ومعطينة تكلفة المبيعاتإذا كانت تكلفة المبيعات
+
+170
+00:13:23,900 --> 00:13:28,240
+موجودة وطلب مني معدل دوام المخزون بصير تكلفة
+
+171
+00:13:28,240 --> 00:13:32,080
+المبيعات على المخزون أما إذا ماكانتش تكلفة مخزونة
+
+172
+00:13:32,080 --> 00:13:35,300
+عفوا موجودة عاد المبيعات تقسيم مش تقسيم المخزون
+
+173
+00:13:35,300 --> 00:13:41,600
+سؤال ال sheet لو سمحت نحسب عليك 100.5 مين أعطاني
+
+174
+00:13:41,600 --> 00:13:44,540
+الرقم هذا؟ من أين جبتيه أنتي؟
+
+175
+00:13:48,050 --> 00:13:54,370
+نشوف ال sheet يا أخوات سبعة و نص ماشي
+
+176
+00:13:54,370 --> 00:14:01,970
+و برك الله فيك يا عزيزي هل الشركة لديها توسع مقبول
+
+177
+00:14:01,970 --> 00:14:08,930
+في النشاط يعني وضعها تمام أم أن لديها سيولة بزيادة
+
+178
+00:14:08,930 --> 00:14:13,570
+طبعا بالنسبة يا أخوات لموضوع السيولة المؤسسات
+
+179
+00:14:13,570 --> 00:14:16,370
+الناجحة من ناحية مالية بيكونش عندها فقد في السيولة
+
+180
+00:14:17,570 --> 00:14:22,390
+ليش؟ لأن فقد السيولة استثمارات معطلة و بكونش عندها
+
+181
+00:14:22,390 --> 00:14:25,850
+عجز في السيولة لأن عجز السيولة معناه مش قادر أسدد
+
+182
+00:14:25,850 --> 00:14:29,090
+.. أمشي واضح مش قادر أسدد المطلوب مني إذا المؤسسة
+
+183
+00:14:29,090 --> 00:14:32,050
+الناجحة عندها سيولة بتكون وسط لا هي فايد بزيادة
+
+184
+00:14:32,050 --> 00:14:36,990
+ولا هي عجز النسبة هذه لما تكون مرتفعة بيكون وضع
+
+185
+00:14:36,990 --> 00:14:42,050
+الشركة جيد لنسبة هذه لما تكون مرتفعة وضع الشركة
+
+186
+00:14:42,050 --> 00:14:45,610
+جيد .. إيش يعني جيد؟ لديها كفاءة في استثمار
+
+187
+00:14:45,610 --> 00:14:49,470
+السيولةاللي لها معدل يعني مستمحندة؟ لأ هذه دورناة
+
+188
+00:14:49,470 --> 00:14:52,430
+يقعد لكل مكان تعالى وكل مكان أفضل اللي له معدل بس
+
+189
+00:14:52,430 --> 00:14:56,990
+السيولة إذا كل ما زادت بالزيد كفاءة إيش المؤسسة؟
+
+190
+00:14:56,990 --> 00:15:04,830
+إحنا هان سبعة و نص كويسة إشمالها؟ كويسة مش ممتازة،
+
+191
+00:15:04,830 --> 00:15:09,570
+كويسة كل مانخفضت بيكون إشمالها سيئ لو طلعت معاكي
+
+192
+00:15:09,570 --> 00:15:15,270
+واحد اتنين زي تاو لأ سيئ عيدها؟
+
+193
+00:15:16,240 --> 00:15:22,680
+إذا إذا زادت كفاءة إذا خفضت عدم كفاءة تعالوا نروح
+
+194
+00:15:22,680 --> 00:15:30,600
+على ال sheet نروح على ال sheet، في سؤال؟
+
+195
+00:15:30,600 --> 00:15:33,620
+ممتاز
+
+196
+00:15:33,620 --> 00:15:42,480
+شايف معاها حبيب؟ يالا أنت على ال sheet معدل
+
+197
+00:15:42,480 --> 00:15:44,580
+.. من اللي جيبتيها؟ معدل دوران
+
+198
+00:15:50,200 --> 00:15:54,600
+معدل دوران صافي رأس المال العامل معدل دوران صافي
+
+199
+00:15:54,600 --> 00:16:00,820
+رأس المال العامل إت حسوي أنت؟ المبيعات تقسيم ..
+
+200
+00:16:00,820 --> 00:16:03,840
+بسط المقام جداش عندك المبيعات في السوق؟ تلات ..
+
+201
+00:16:03,840 --> 00:16:08,680
+تلات .. تلات أعطوا زمنكوا شريماء فرصة جداش .. جداش
+
+202
+00:16:08,680 --> 00:16:10,900
+عندك المبيعات في السوق يا شريماء؟ تلات .. تلات ..
+
+203
+00:16:10,900 --> 00:16:13,400
+تلات .. تلات نشوف مع بعض الميزانية عشان نجيب منها
+
+204
+00:16:13,400 --> 00:16:16,980
+الأصول و الخصوم المتداولة ممتاز، معطيلنا إياهم يا
+
+205
+00:16:16,980 --> 00:16:24,470
+شريماء ألف .. ألف .. ألفنقص تلات مية و عشرة اربع
+
+206
+00:16:24,470 --> 00:16:29,930
+باين و تلاتة اربع باين و تلاتة اربع باين و تلاتة
+
+207
+00:16:29,930 --> 00:16:40,750
+اربع باين و تلاتة ماشي وضع الشركة سيء لأن معدل
+
+208
+00:16:40,750 --> 00:16:47,810
+الدوران ليس مرتفع بس
+
+209
+00:16:47,810 --> 00:16:52,670
+مرتفع عن اشبتقضيها قارن ال bus بال مقام، مش هو ال
+
+210
+00:16:52,670 --> 00:16:55,990
+bus مع المقام، هيك فاكر فيها، يعني ال bus عندي هان
+
+211
+00:16:55,990 --> 00:16:59,850
+تلات تلات، المقام ألف ناقص ثلاثمائة وعشرة، هيطلع
+
+212
+00:16:59,850 --> 00:17:07,010
+معانا .. تلان تسعين؟ ماشي، تلان تسعين و بس
+
+213
+00:17:07,010 --> 00:17:11,110
+المبيعات تلات تلات لأ مش كتير منيح، واضح؟ يعني
+
+214
+00:17:11,110 --> 00:17:14,820
+بقارن ال bus بالمقامفي حد بيسأل نفسه من أين جاب
+
+215
+00:17:14,820 --> 00:17:17,660
+الأرقام هذه السؤال اللي أمامنا في الصفورة جاهز ما
+
+216
+00:17:17,660 --> 00:17:20,460
+شاء الله الوصول متداولة أطلعها و الخصوم متداولة
+
+217
+00:17:20,460 --> 00:17:27,500
+أطلعها بأخدها و بشغل عليها الآن خلصنا مع بعض نسب
+
+218
+00:17:27,500 --> 00:17:41,800
+النشاط نرجعهم سوا نشوف
+
+219
+00:17:41,800 --> 00:17:46,640
+مع بعض إيش أخدنانزل بالنشاط، كل ما زادت كل مكان
+
+220
+00:17:46,640 --> 00:17:50,540
+وضع المؤسسة شمال وامتاز أخذنا مع بعض معدل دوران
+
+221
+00:17:50,540 --> 00:17:54,620
+مدينين، أتعرفنا على مدرسة فاترة التحصيل أخذنا معدل
+
+222
+00:17:54,620 --> 00:17:57,780
+دوران مخصورة، وهو الحالة الوحيدة اللي إذا كان عند
+
+223
+00:17:57,780 --> 00:17:59,880
+التكريف، هو بتكون في ال bus، مافيش تكريف ومبيعات
+
+224
+00:17:59,880 --> 00:18:03,560
+واحنا ماشيين معدل دوران أصول تابعة، معدل دوران
+
+225
+00:18:03,560 --> 00:18:08,820
+إجمال أصول، معدل دوران أصول المتداولة ختمنا معدل
+
+226
+00:18:08,820 --> 00:18:14,480
+دوران صافي راس الملعب، واضح؟ عيدها تاني؟ عيدها؟
+
+227
+00:18:15,780 --> 00:18:20,060
+تعالوا نبدأ بحاجة جديدة اللي هي نسب الربحية نسب
+
+228
+00:18:20,060 --> 00:18:28,980
+الربحية تقيص قدرة المؤسسة على توليد أرباح، خد
+
+229
+00:18:28,980 --> 00:18:33,940
+بالك، كل شغل نفسنا سابق كنا نحكي عن مبيعات، بفرق
+
+230
+00:18:33,940 --> 00:18:39,240
+من المبيعات كل أرباح نسب الربحية تقيص قدرة المؤسسة
+
+231
+00:18:39,240 --> 00:18:44,410
+على توليد إيش؟ أرباحإذا كل ما زادت أرباح المؤسسة
+
+232
+00:18:44,410 --> 00:18:51,570
+كل ما كان وضع المؤسسة ممتاز زي درجاتك يعني كل ما
+
+233
+00:18:51,570 --> 00:18:55,510
+زادت أرباح المؤسسة كل ما كان وضعنا ممتاز إذا كل
+
+234
+00:18:55,510 --> 00:18:58,770
+نسبة هذه مكانة عالية كل ما كان وضعي أشماله ممتاز
+
+235
+00:18:58,770 --> 00:19:05,270
+ما هو الربح أخدته في هذه الزمنات؟ كيف بنحسب الربح؟
+
+236
+00:19:05,270 --> 00:19:11,920
+أي ممتاز الإيرادات ناقص جميع التكاليفإذا الربح
+
+237
+00:19:11,920 --> 00:19:18,920
+يبقى يعني إيش؟ الإيرادات ناقص جميع التكاليف، بطلع
+
+238
+00:19:18,920 --> 00:19:22,440
+عندنا أخر حاجة تحت في القائمة اللي هو الأرباح،
+
+239
+00:19:22,440 --> 00:19:24,800
+بيحكي إن الربح يبقى عن حاصل طرح الإيراد ناقص
+
+240
+00:19:24,800 --> 00:19:28,780
+التكاليف، هناك ربح محاسبي، ضريبي، اقتصادي، تشغيلي،
+
+241
+00:19:28,780 --> 00:19:33,300
+ربح اعتيادي، ربح خارج تشغيلي، مش ربح خارج، هو ربح
+
+242
+00:19:33,300 --> 00:19:35,980
+التشغيلي، مافيش حاجة يصف خارج التشغيلي، ربح عربي،
+
+243
+00:19:35,980 --> 00:19:39,950
+ربح العربي، اللي هو فجأةأبيعلي حاجة واربح فيها،
+
+244
+00:19:39,950 --> 00:19:42,970
+لكن حاجة مش كل يوم هبيحها يعني، صار في الأرباح بعد
+
+245
+00:19:42,970 --> 00:19:45,630
+الضريبة أو قبل الضريبة، هذه أنواع الأرباح على
+
+246
+00:19:45,630 --> 00:19:54,390
+السريع تعالي نبدأ نشتغل، احسبي ROI،
+
+247
+00:19:54,390 --> 00:20:01,310
+خولي بالك الشركة دي فيها خطأ مطبعي، في حد جابله؟
+
+248
+00:20:04,110 --> 00:20:06,370
+معدى العائد اللى لسه مارده على أصولى يعنى نعم احنا
+
+249
+00:20:06,370 --> 00:20:12,010
+قبل هيك حكينا أصولى لسه مارده دائما و احنا ماشيين
+
+250
+00:20:12,010 --> 00:20:16,710
+بس تسمع كلمة معدى العائد صاف الأرباح في البسط اذا
+
+251
+00:20:16,710 --> 00:20:19,930
+بس يقولي احسب ربحية او معدى العائد كذا على طول صاف
+
+252
+00:20:19,930 --> 00:20:23,470
+الأرباح أشماله في البسط هذه فيها خطأ مطبع يصلحوه
+
+253
+00:20:23,470 --> 00:20:30,090
+لو سمحته قبلها اذا كيف هنحسب ROA
+
+254
+00:20:33,630 --> 00:20:39,650
+اللي هو ROI لأ أصول اللي هي ال asset ايش بيطلع?
+
+255
+00:20:40,030 --> 00:20:46,350
+ROI return اللي هو العائد on asset ال ROI اللي
+
+256
+00:20:46,350 --> 00:20:48,770
+أخدناه في القوة الإيرادية اللي هو العائد على
+
+257
+00:20:48,770 --> 00:20:56,640
+الاستثمار return on investment ماشي؟ فهذه الأصولR
+
+258
+00:20:56,640 --> 00:21:01,300
+.O.H.A القانون اش بيساوي صفر الضبح قبل الدريبة
+
+259
+00:21:01,300 --> 00:21:08,580
+تقسيم إجمالي الأصول من وين هنجيبه؟ هذا بده اللي هي
+
+260
+00:21:08,580 --> 00:21:14,140
+قائمة القائمة المالية وبده الميزانية أول حاجة
+
+261
+00:21:14,140 --> 00:21:16,880
+هنجيب الأرباح من وين بنلاقي الأرباح يا مناطق؟ من
+
+262
+00:21:16,880 --> 00:21:20,120
+وين موقعها؟ من الميزانية إيش ود الأرباح من
+
+263
+00:21:20,120 --> 00:21:23,420
+الميزانية؟ من قائمة الدخل من قائمة الدخل يعني
+
+264
+00:21:26,530 --> 00:21:29,690
+إذا أول حاجة وين بلاجيها؟ الأرباح وين بلاجي
+
+265
+00:21:29,690 --> 00:21:31,970
+الأرباح؟ تبقى أنا بتتدخل إيش هيوديها على الميزانية
+
+266
+00:21:31,970 --> 00:21:35,650
+بالك؟ إذا سافر أرباح قبل الدريبة و بعد الدريبة
+
+267
+00:21:35,650 --> 00:21:37,370
+بلاجيها في القرية مابتدخلها و مابلاجيها أشهر هناك
+
+268
+00:21:37,370 --> 00:21:42,210
+في الميزانية سافر أرباح قبل الدريبة أربعين ألف
+
+269
+00:21:42,210 --> 00:21:46,410
+أربعين خوني بالك مش مال الربح سافر ربح قبل الفادة
+
+270
+00:21:46,410 --> 00:21:49,490
+و الدريبة سافر ربح قبل الدريبة سافر ربح بعد
+
+271
+00:21:49,490 --> 00:21:51,850
+الدريبة مين اللي بدي انا؟ قبل الدريبة قبل الدريبة
+
+272
+00:21:51,850 --> 00:21:57,820
+قداش؟ أربعين ألف هنكتب في ال bus أربعين ألفتقسيم
+
+273
+00:21:57,820 --> 00:22:01,620
+الأصول، وانا بنلاقي الأصول يا مانار؟ في الميزانية،
+
+274
+00:22:01,620 --> 00:22:07,760
+إجمال الأصول، إجمال الأصول بتغير يكون جاهزة دايما،
+
+275
+00:22:07,760 --> 00:22:11,530
+قداشر إجمال الأصول في السؤال هذا؟ 400 أنخد بالك
+
+276
+00:22:11,530 --> 00:22:15,410
+ممكن يجهك مزاكي شوية ومايقولش إجمال أصول، يقول
+
+277
+00:22:15,410 --> 00:22:22,230
+إجمال الخصوم وحقوق الملكية 400 ألف احسبي ROA أو
+
+278
+00:22:22,230 --> 00:22:26,190
+ربحية الأصول، خد بالك هذه الهسمتان، يمكن تقول معدل
+
+279
+00:22:26,190 --> 00:22:31,030
+عقد على الأصول وممكن يقول ربحية الأصول، نفس الشيء
+
+280
+00:22:31,030 --> 00:22:36,430
+عبارة عن صاف الأرباح قبل الدريبة على الأصول وشوفنا
+
+281
+00:22:36,430 --> 00:22:46,360
+مع بعض كيف نجيبها، اتفضليواحد من عشرة؟ واحد
+
+282
+00:22:46,360 --> 00:22:51,720
+من عشرة السؤال اللي بيطرح نفسه شو يعني واحد من
+
+283
+00:22:51,720 --> 00:23:02,500
+عشرة؟ لأ احنا ماعرفش معناها كل
+
+284
+00:23:02,500 --> 00:23:10,470
+واحد دولار أصول يعني مش شغل في الأصول نتجةعنه ربح
+
+285
+00:23:10,470 --> 00:23:16,370
+واحد من عشرة دولار وضع الشركة شوية صعب هاجب
+
+286
+00:23:16,370 --> 00:23:23,330
+الأرباح تعالى نشوف مع بعض انا
+
+287
+00:23:23,330 --> 00:23:32,450
+بايع ستمية ألف دولار هيا فوق لما وصلنا لأرباح
+
+288
+00:23:32,450 --> 00:23:39,680
+تلاتين ألفحقك ربح لكن بسيط يعني يعني ال 600 ألف
+
+289
+00:23:39,680 --> 00:23:43,360
+اللي بيعت فيهم و رحت عليهم طلعت بس أرباح إلي أنا
+
+290
+00:23:43,360 --> 00:23:48,840
+ستين .. تلاتين ألف إذا إن الربح شماله بسيط إيه
+
+291
+00:23:48,840 --> 00:23:52,020
+نشوف بالنسبة للأصول كده شغلنا الأصول إلي
+
+292
+00:23:52,020 --> 00:23:56,920
+استثمارات؟ 400 ألف 400 ألف كل دولار من 400 ألف
+
+293
+00:23:56,920 --> 00:24:03,040
+ولدله ربح واحد من عشر يعني وضع الشركة شماله صعبليش
+
+294
+00:24:03,040 --> 00:24:07,520
+الأرباح مخافظة؟ ليش مخافظة؟ قام ال bus بالمقام،
+
+295
+00:24:07,520 --> 00:24:14,340
+المقام 400 ألف اللي هي الأصول، شغلناها و رجعتلي
+
+296
+00:24:14,340 --> 00:24:19,080
+أرباح جداش 40 ألف، لأ الوضع صعب، أعيدها تاني، إذا
+
+297
+00:24:19,080 --> 00:24:23,740
+ال 400 ألف أصول ولدت ربح 40 ألف، المبادئ نص غنوم
+
+298
+00:24:23,740 --> 00:24:30,120
+يعني، أعيدها، أعيدها، صعبة؟إذن شو معنى واحد من عشر
+
+299
+00:24:30,120 --> 00:24:32,840
+النسبة سيئة؟ ليش النسبة سيئة؟ أو الرقم سيئ؟ ليش
+
+300
+00:24:32,840 --> 00:24:39,380
+سيئ؟ لأن الأصول لن تحقق الأرباح المطلوبة أربعمائة
+
+301
+00:24:39,380 --> 00:24:42,560
+ألف فقط ولدت أربعين ألف، إذا الموضوع مش معله، صعب
+
+302
+00:24:42,560 --> 00:24:50,820
+طبعا السؤال أدكر فرائد ربحية الأصول أدكر فرائد
+
+303
+00:24:50,820 --> 00:24:55,960
+ربحية الأصول أول حاجة بتساعدنا على اخترار كل ما
+
+304
+00:24:55,960 --> 00:25:01,840
+كانت مرتفعةبتخليني أروح أخد قروض و العكس صحيح؟
+
+305
+00:25:01,840 --> 00:25:05,600
+أيضا رقم 2 بتعكس كفائتنا في تشغيل أصولنا، اللي هي
+
+306
+00:25:05,600 --> 00:25:09,080
+الألعاب المبانية؟ رقم 2 بتعكس كفائتنا في تشغيل
+
+307
+00:25:09,080 --> 00:25:13,260
+الأصول تلاتة
+
+308
+00:25:13,260 --> 00:25:18,340
+كل ما كانت مرتفعة كل ما كان أداء الشركة ممتاز،
+
+309
+00:25:18,340 --> 00:25:24,280
+أعيدها كل ما كانت مرتفعة كل ما كان أداء الشركة
+
+310
+00:25:24,280 --> 00:25:30,160
+ممتازوشفنا مع بعض كيب هك بالمخ بشغله بقارن ال bus
+
+311
+00:25:30,160 --> 00:25:35,020
+بالمقام أو المقام بال bus و بشوف ال bus .. المقام
+
+312
+00:25:35,020 --> 00:25:41,160
+عفوا عند الأصول 400 ألف جداش ولده في ال bus؟ 40،
+
+313
+00:25:41,160 --> 00:25:46,780
+لأ صعب الوضع الوضع الشماله صعب انت معاكي 400 ألف
+
+314
+00:25:46,780 --> 00:25:52,040
+دولار شغلتيهم جابولكي 40 ألف لأ الوضع صعب خاصة لو
+
+315
+00:25:52,040 --> 00:25:56,770
+طلعنا مبلغ المبيعات اللي هو 600 ألفضال ينزل، ينزل،
+
+316
+00:25:56,770 --> 00:25:59,750
+ينزل، صار كده؟ شخصياتي، لأ الوضع صعب يا جماعة
+
+317
+00:25:59,750 --> 00:26:10,370
+العقدة حق الملكية، النوع التاني اللي هو ال R O E E
+
+318
+00:26:10,370 --> 00:26:14,790
+مش I، إذا السؤال احسب ربحية حقوق الملكية لإحدى
+
+319
+00:26:14,790 --> 00:26:18,610
+الشركات القانون لو سمحت
+
+320
+00:26:24,650 --> 00:26:30,190
+صف الربح بعد الضريبة على حق المدير نرجع للسؤال
+
+321
+00:26:30,190 --> 00:26:35,890
+احنا حلناها في ال sheet؟ لا ماحلناش، ماشي نعمل،
+
+322
+00:26:35,890 --> 00:26:38,750
+ماشي هيا نجيب هذه من السؤال و بعدين نعمل ال ROA و
+
+323
+00:26:38,750 --> 00:26:42,690
+ال ROE من نفس ال sheet نرجع للسؤال اللي عندنا على
+
+324
+00:26:42,690 --> 00:26:47,990
+الصابورةبدنا صاف الأرباح بعد الدريبة سالسابيه لوين
+
+325
+00:26:47,990 --> 00:26:50,910
+بلاجيه؟ في القامة يا انتي ولا في الميزانية؟ خلق
+
+326
+00:26:50,910 --> 00:26:54,370
+قاعدة صاف الأرباح بعد الدريبة كدهش؟ تلاتين ألف
+
+327
+00:26:54,370 --> 00:27:03,670
+تلاتين ألف بنقول هنجيب حق الملكية؟ حق الملكية؟
+
+328
+00:27:03,670 --> 00:27:07,050
+وينه؟
+
+329
+00:27:07,050 --> 00:27:09,330
+هذا الدين، هذا مش حق الملكية
+
+330
+00:27:15,790 --> 00:27:19,370
+أه أه هو ممكن يكون جاهزين بس هو مش مجاهزنا في
+
+331
+00:27:19,370 --> 00:27:23,370
+السؤال هذا فده احنا نسخ نتحنج نتنشي الله على انتوا
+
+332
+00:27:23,370 --> 00:27:28,610
+ناسبك اظن هناك تمانين الف تحسبينا
+
+333
+00:27:28,610 --> 00:27:40,850
+لو سمحت تحسبيها
+
+334
+00:27:40,850 --> 00:27:46,820
+لو سمحت احنا نجيب البصمة على المقاهةإذا ال ROI
+
+335
+00:27:46,820 --> 00:28:02,860
+ربحية الحقوق الملكية 15% تقيس
+
+336
+00:28:02,860 --> 00:28:06,760
+هذه النسبة مدى نجاح المؤسسة في تعظيم أرباح
+
+337
+00:28:06,760 --> 00:28:11,520
+المساهمين من المساهمين اللي هو مصحاب الشركة إذا
+
+338
+00:28:11,520 --> 00:28:13,960
+مدى تقيس هذه النسبة
+
+339
+00:28:16,480 --> 00:28:20,980
+مدى كفاءة المؤسسة في تعظيم أرباح المساهمين؟ مين
+
+340
+00:28:20,980 --> 00:28:28,340
+المساهمين؟ أصحاب المؤسسة أعيدها؟ أعيدها تاني؟
+
+341
+00:28:28,340 --> 00:28:35,640
+عبارة عن الـ ROE ربحية حقوق الملكية عبارة عن صفر
+
+342
+00:28:35,640 --> 00:28:41,200
+الربح بعد الدريبة تقسيم حقوق الملكية صفر الربح بعد
+
+343
+00:28:41,200 --> 00:28:46,680
+الدريبة من أين بنجيبه؟ بنجيبه من قائمة الدخلطب
+
+344
+00:28:46,680 --> 00:28:57,060
+حقوق الميزانية تعالوا ع الشيط نرجع على شيطنا اهو
+
+345
+00:28:57,060 --> 00:29:05,500
+معدلات A يعني معدلات A من الشيط هنجيب ال R O E ده
+
+346
+00:29:05,500 --> 00:29:07,940
+فاكرين اه؟ و ال R O E
+
+347
+00:29:13,610 --> 00:29:21,670
+الآخر هو اليمين فاكرش القانون؟ يلا
+
+348
+00:29:21,670 --> 00:29:30,790
+يا أسمهان صف ربح قبل الدريبة وين أسمهان؟ ماشي أنت
+
+349
+00:29:30,790 --> 00:29:32,330
+زميلتها؟ جرانها؟
+
+350
+00:29:37,090 --> 00:29:40,450
+مية و خمسة و تسعين و أكتر مية و خمسة تانية و أكتر
+
+351
+00:29:40,450 --> 00:29:43,210
+تسعين و أكتر تسعين و أكتر تسعين و أكتر تسعين و
+
+352
+00:29:43,210 --> 00:29:44,710
+أكتر تسعين و أكتر تسعين و أكتر تسعين و أكتر تسعين
+
+353
+00:29:44,710 --> 00:29:45,450
+و أكتر تسعين و أكتر تسعين و أكتر تسعين و أكتر
+
+354
+00:29:45,450 --> 00:29:47,610
+تسعين و أكتر تسعين و أكتر تسعين و أكتر تسعين و
+
+355
+00:29:47,610 --> 00:29:50,710
+أكتر تسعين و أكتر تسعين و أكتر تسعين و أكتر تسعين
+
+356
+00:29:50,710 --> 00:30:03,110
+و أكتر تسعين و أكتر تسعين و أكتر تسع
+
+357
+00:30:05,780 --> 00:30:11,720
+معانا ولا مش معانا؟ سافر ربح قبل الدريبة؟ جيبناها
+
+358
+00:30:11,720 --> 00:30:13,940
+من قايمة الدخل، لاجيناها جاهزة، أخدناها، كتبناها
+
+359
+00:30:13,940 --> 00:30:18,040
+في ال bus تقسيم الأصول، جيبناها من الميزان وقسمنا،
+
+360
+00:30:18,040 --> 00:30:27,500
+هد ع هد ال R.O.E. ال R.O.E. وفاق يا سين؟ وفاق ال R
+
+361
+00:30:27,500 --> 00:30:30,640
+.O.E. اللي هي ربحية الحقوق الملكية سافر بعد
+
+362
+00:30:30,640 --> 00:30:35,300
+الدريبة؟ لأ بعد الدريبة، كنتش بعد الدريبة يا أنتم؟
+
+363
+00:30:40,540 --> 00:30:44,960
+ممتاز على كده سمعت point خمسة لأ point سبعة مية و
+
+364
+00:30:44,960 --> 00:30:48,880
+سبعتاش point سبعة خد بالك هي كتب ليكيها بالغامق
+
+365
+00:30:48,880 --> 00:30:54,120
+مية و سبعتاش point سبعة يا وفا قداش حقوقك مالكيها
+
+366
+00:30:54,120 --> 00:30:54,480
+يا وفا
+
+367
+00:30:59,910 --> 00:31:06,850
+كيف مش حقوق ملكية؟ في مؤسسة ماهياش حقوق ملكية؟
+
+368
+00:31:06,850 --> 00:31:09,890
+الأسهم عادية، وممتازة واربعة الأسهم أدوات ملكية يا
+
+369
+00:31:09,890 --> 00:31:14,770
+جماعة الأسهم مش مالها، أدوات ملكية، هتكون 40 زي
+
+370
+00:31:14,770 --> 00:31:23,180
+130 زي 766، بحسبية لصراحةفي حد بيسأل نفسه إيش معنى
+
+371
+00:31:23,180 --> 00:31:27,460
+التلاتة هدول؟ هدول حقوق ملكية، اتطلع لنا بعض،
+
+372
+00:31:27,460 --> 00:31:32,700
+هالخصوم متداولة مش حقوق ملكية، هذي مستحقات، إجمالي
+
+373
+00:31:32,700 --> 00:31:36,820
+قروض مستحقات، أسهم وأسهم أي أن كان نروحها دائما
+
+374
+00:31:36,820 --> 00:31:40,940
+أداة ملكية، أرباح محتاجة زي ما أنت عارفة أداة
+
+375
+00:31:40,940 --> 00:31:48,630
+ملكية، إذا 40 زي 30 زي 766كداش الحل؟ ناس ممتاز
+
+376
+00:31:48,630 --> 00:31:56,710
+ماشي الحل ات ناس مش احداش اذا كيف حسبنا ال ROE
+
+377
+00:31:56,710 --> 00:32:03,750
+ممكن تكون جاهزة حقوق ملكية عبارة عن صاف الأرباح
+
+378
+00:32:03,750 --> 00:32:08,790
+بعد الدريبة تقسيم حقوق الملكية صاف الأرباح بعد
+
+379
+00:32:08,790 --> 00:32:12,430
+الدريبة ده ممكن تكون جاهزة بكتبها في ال bus حقوق
+
+380
+00:32:12,430 --> 00:32:16,000
+الملكية يا بتكون جاهزة يا إما أنا بجيبهاما هي
+
+381
+00:32:16,000 --> 00:32:19,820
+أشكال الحكومة الكرية؟ إما تكون أسهم أو تكون West
+
+382
+00:32:19,820 --> 00:32:27,340
+Mall أو تكون احتياطي أو أرباح محتجة بس واضح؟ قروض
+
+383
+00:32:27,340 --> 00:32:34,540
+ما قروض لأ هذه مستحقات أعيدها؟ إذا كيف حسبنا ال
+
+384
+00:32:34,540 --> 00:32:46,230
+ROA؟ عبارة عن صف الأرباح بعد الدريبةتقسيم حقوقه
+
+385
+00:32:46,230 --> 00:32:51,210
+الملكية ال ROE هذه واضح اللي هي ربحية تقاش حقوق
+
+386
+00:32:51,210 --> 00:32:58,750
+الملكية أعيدها تاني أعيدها أعيدها أخر حاجة عندنا
+
+387
+00:32:58,750 --> 00:33:01,510
+في النسب في هذا التحليل المالي اللي هي النسب
+
+388
+00:33:01,510 --> 00:33:06,190
+المديونية نسب
+
+389
+00:33:06,190 --> 00:33:12,030
+المديوني في حد عنده أي سؤال في اللي شرحناه؟حد عنده
+
+390
+00:33:12,030 --> 00:33:15,990
+اي سؤال؟ إذا أخدتي بالك نسب الربحية كلهم تنتين
+
+391
+00:33:15,990 --> 00:33:20,310
+واحدة قبل الضريبة والثانية بعد الضريبة واحدة اللي
+
+392
+00:33:20,310 --> 00:33:24,530
+هي ال ROE اللي هي الأصول أو الاستثمارات والتانية
+
+393
+00:33:24,530 --> 00:33:29,950
+ROE اللي هي الهجوم الديني واضح؟ بس كلهم نسبين وكل
+
+394
+00:33:29,950 --> 00:33:32,610
+ما كانوا عالين كل ما كان أفضل مالهاش قاعدة أقولك
+
+395
+00:33:32,610 --> 00:33:35,130
+لو أعلى أو أقل لأ كل ما كانت عالية مقارنة البصمة
+
+396
+00:33:35,130 --> 00:33:42,580
+على المقام تكون أفضل نسب المديونينالان الجلمة هادا
+
+397
+00:33:42,580 --> 00:33:50,180
+إذا أنا شريته مني بيكون فاش نسب مديونية مش مضايق
+
+398
+00:33:50,180 --> 00:33:55,160
+أنا جبان مني معاه مصال لكن لو أنا نصه مني و نص
+
+399
+00:33:55,160 --> 00:34:00,160
+منكوا أنتوا كدائنين إلي بيكون إيش؟ بيكون .. في
+
+400
+00:34:00,160 --> 00:34:03,380
+عندي نسب مديونية إذا أنا السؤال متى تظهر نسب
+
+401
+00:34:03,380 --> 00:34:07,100
+المديونية في التحليل المالي في حالة حصول المؤسسة
+
+402
+00:34:07,100 --> 00:34:18,640
+على قرض أعيدهامتى تظهر نسب المديونية في حالة حصول
+
+403
+00:34:18,640 --> 00:34:28,320
+المؤسسة على إيش؟ عدالة أو عقاردة، يعني واحدة فيك
+
+404
+00:34:28,320 --> 00:34:36,440
+اشترت سوارة دهب، هل هجل سوارة الدهب منها؟ إيه ده
+
+405
+00:34:36,440 --> 00:34:41,110
+منها كله؟ مافيش نسب مديونيةخلاص، لأ، نصه منها و
+
+406
+00:34:41,110 --> 00:34:43,970
+نصه من .. نصه من الدينامي الصحبية فلانة، بيكون في
+
+407
+00:34:43,970 --> 00:34:47,710
+عندنا إيش نسب مادية، إذا متى تظهر هذه النسب في
+
+408
+00:34:47,710 --> 00:34:52,870
+حالة حصول المؤسسة على ديون، انشروف مع بعض، إيش
+
+409
+00:34:52,870 --> 00:34:58,350
+كتبلنا على الصبورة، تفضل يا إسراء مدى أسهم أصحاب
+
+410
+00:34:58,350 --> 00:35:02,770
+الشركة تبدأ إنهم يدعمون الشركة و تقصهاأصحاب الشركة
+
+411
+00:35:02,770 --> 00:35:05,590
+اللي هي المساهمين، اللي هي حقوقهم الملكية،
+
+412
+00:35:05,590 --> 00:35:08,810
+الدائنين اللي هي المديونين، أيوة المقرضين يهتمون
+
+413
+00:35:08,810 --> 00:35:12,630
+بأن يكونوا للشركة أموالها الخاصة، جهامش، أمان، مدى
+
+414
+00:35:12,630 --> 00:35:16,910
+.. ماحدش بيحب حد يدق على بابه ويقوله بدي أدام منه،
+
+415
+00:35:16,910 --> 00:35:22,090
+لذلك المقرضين هم اللي هم البنوك، من المقرضين هدول؟
+
+416
+00:35:22,090 --> 00:35:27,550
+البنوك، البنوك بتحبش حد يقولها سالفين أفضل أصل
+
+417
+00:35:27,550 --> 00:35:30,950
+أموال يهتمون بالتمويل من الديون حتى يسافرون على
+
+418
+00:35:30,950 --> 00:35:35,480
+المدىأصحاب رؤوس الأموال، في عندنا قاعدة، نكتب مع
+
+419
+00:35:35,480 --> 00:35:45,160
+بعض ما المقصود بالقاعدة
+
+420
+00:35:45,160 --> 00:35:53,540
+المالية نفتح قوس لها تضع البيض في سلة واحدة
+
+421
+00:36:00,500 --> 00:36:05,460
+مين يفكر فيها ويشرحها؟ لأ تضع البيض في سلة واحدة،
+
+422
+00:36:05,460 --> 00:36:09,140
+لين البردويل؟ لأ تضع البيض في سلة واحدة، اختيصة و
+
+423
+00:36:09,140 --> 00:36:14,960
+سنة .. و سنة انكسرت .. انكسرتلو وقعت منك السلة و
+
+424
+00:36:14,960 --> 00:36:18,680
+إيش بيصير في البيت؟ اه لو انت حاطة كل هالبيضات في
+
+425
+00:36:18,680 --> 00:36:23,320
+السلة و وقعت منك السلة كله هينكسر لكن لو جسمتيه
+
+426
+00:36:23,320 --> 00:36:27,200
+شويهان و شويهان يعني لو وقعت هاداش بيضل هادى لو
+
+427
+00:36:27,200 --> 00:36:30,060
+وقعت هادى بيضل هادى ده المفروض فيها المفروض فيها
+
+428
+00:36:30,060 --> 00:36:34,440
+توزيع المخاطر إذا لا تضع البيت في سلة واحدة
+
+429
+00:36:34,440 --> 00:36:41,180
+المفروض فيها توزيع المخاطر بمعنى لا نضع جميع
+
+430
+00:36:41,180 --> 00:36:52,460
+أموالنافي مشروع واحد بل يجب توزيع الأموال
+
+431
+00:36:52,460 --> 00:36:55,700
+على
+
+432
+00:36:55,700 --> 00:37:01,920
+عدة مشاريع أو مشروعين يعني، بين قصير محفظة، كلنا
+
+433
+00:37:01,920 --> 00:37:09,320
+محفظة أي أنه إذا خسر مشروع، لأ نخسر جميع
+
+434
+00:37:09,320 --> 00:37:15,890
+امتلاكاتنابقى ليبقى يدينا شيء هذا المقصود فيها إذا
+
+435
+00:37:15,890 --> 00:37:18,990
+لو حطتي كل مصاريك في مشروع واحد وخسر خلاص انت فلست
+
+436
+00:37:18,990 --> 00:37:23,170
+لكن لو كنت مجسمة لأ لأ لو خسروا هذا بتلاقي هذا هذا
+
+437
+00:37:23,170 --> 00:37:26,930
+المقصود فيه أصحاب
+
+438
+00:37:26,930 --> 00:37:31,450
+الشركات بيميلوا للحصول على الدين أكتر من هم يحطوا
+
+439
+00:37:31,450 --> 00:37:35,570
+مصاريهم في شركاتهم ليش؟ لأنه بفكر بدل ما أنا أحط
+
+440
+00:37:35,570 --> 00:37:39,210
+كل مصاري في مشروع واحد لأ أحطه شوية هم نكمل بالدين
+
+441
+00:37:40,490 --> 00:37:44,110
+ماشي؟ المشروع اللي أمامي يبدو 100 ألف دولار أنا
+
+442
+00:37:44,110 --> 00:37:49,490
+معايا 200 بروح معاياكوا 50 طب ضايق ال 50 ادينوهم
+
+443
+00:37:49,490 --> 00:37:54,090
+طب هم معاكي لأ بلاش أحسن أخسر أضيعهم بدي أحط بديف
+
+444
+00:37:54,090 --> 00:37:58,630
+مصاريف إش تاني إذا أصحاب أموال أو أصحاب المشاريع
+
+445
+00:37:58,630 --> 00:38:03,830
+بفضله الدين على إنه أحط كل مصاريف مشروع واحد هذا
+
+446
+00:38:03,830 --> 00:38:06,650
+بنسميه توزيع إيش المخزن
+
+447
+00:38:10,700 --> 00:38:14,720
+البنوك بتفضل أن أصحاب الأموال يمولوا داتي، يعني
+
+448
+00:38:14,720 --> 00:38:19,360
+يمولوا بقى أنفسهم، أحسن بتخافي فلسو ما يسدوش دينه،
+
+449
+00:38:19,360 --> 00:38:23,140
+بعدها تدخل في مشاكل ضمانات وشرطاتك، إذا كل واحد
+
+450
+00:38:23,140 --> 00:38:27,640
+حابب التاني يدفع اللي معاه، لو أنت معاكي مصاري،
+
+451
+00:38:27,640 --> 00:38:30,840
+بتحب تدفعي إيش بسيط منها و الباقي من البنك، و
+
+452
+00:38:30,840 --> 00:38:34,080
+البنك لو نرجعله، بدي أكتر تدفعي كل مصاريك في مشروع
+
+453
+00:38:34,080 --> 00:38:39,480
+و خلّيه يبقى مصاريك و لا حاجة، إذا .. خاطر مالية
+
+454
+00:38:40,490 --> 00:38:45,370
+بتشكل عنصر هام جدا في تخيط قرارات الاستثمار عيدها
+
+455
+00:38:45,370 --> 00:38:52,230
+تانى؟ يالا نعيدها الان يا سجا انت معاكي مصاري ماشي
+
+456
+00:38:52,230 --> 00:38:56,430
+يا منارة؟ اه اي يوم افضل تحطه المصاري هدف مشروع
+
+457
+00:38:56,430 --> 00:39:00,990
+مركز لياقة و تريحي حالك؟ ولا تحطه شوية في مركز
+
+458
+00:39:00,990 --> 00:39:05,050
+لياقة و شوية في مركز تجميل و شوية مثلا في
+
+459
+00:39:05,050 --> 00:39:11,210
+supermarket ايش رأيك؟ وين منارة راحت؟ سافرت؟أه
+
+460
+00:39:11,210 --> 00:39:14,530
+يعني انت جاوبي على السؤال أنا مش قولت يوم اليوم
+
+461
+00:39:14,530 --> 00:39:18,910
+يعني السؤال إليك ماشي يعني، الآن انت عادي مبلغ وقد
+
+462
+00:39:18,910 --> 00:39:22,450
+روح ع سبيل المثال نص مليون دولار، ما شاء الله صحيح
+
+463
+00:39:22,450 --> 00:39:30,030
+ده ملوني يعني ايوة، خدوا مبلغ كتير، ماشي أيه ما
+
+464
+00:39:30,030 --> 00:39:34,180
+أفضل بالنسبالك كمستثمرة، اتحطيهم في مشتع واحداللي
+
+465
+00:39:34,180 --> 00:39:38,640
+هو مثلا مركز تجميل حاجة طخمة كبيرة هيك فخمة ولا
+
+466
+00:39:38,640 --> 00:39:41,160
+تحط شوية من المصاري في مركز تجميل، شوية في مركز
+
+467
+00:39:41,160 --> 00:39:44,960
+اللياقة، شوية مثلا في بوتيك؟ شوية .. شوية .. شوية
+
+468
+00:39:44,960 --> 00:39:45,760
+.. شوية .. شوية .. شوية .. شوية .. شوية .. شوية ..
+
+469
+00:39:45,760 --> 00:39:45,780
+شوية .. شوية .. شوية .. شوية .. شوية .. شوية ..
+
+470
+00:39:45,780 --> 00:39:47,280
+شوية .. شوية .. شوية .. شوية .. شوية .. شوية ..
+
+471
+00:39:47,280 --> 00:39:57,580
+شوية .. شوية .. شوية .. شوية .. شوية .. شوية ..
+
+472
+00:39:57,580 --> 00:40:01,840
+شوية .. شوية
+
+473
+00:40:01,840 --> 00:40:01,840
+.. شوية .. شوية .. شوية .. شوية .. شوية .. شوية ..
+
+474
+00:40:01,840 --> 00:40:04,450
+شوية .. شوية .. شوية .. شويةفبروح بوزعهم إيش أفضل،
+
+475
+00:40:04,450 --> 00:40:07,810
+واضح يا جماعة؟ طب لو يا شيماء .. شيماء الزمارة انت
+
+476
+00:40:07,810 --> 00:40:12,570
+bank هل بتفضل يا أصحاب المشروع يتدينوا منك ولا
+
+477
+00:40:12,570 --> 00:40:15,910
+يستلفوا منك؟ يتدينوا عفوا ولا يجيبوا من أموالهم؟
+
+478
+00:40:15,910 --> 00:40:19,250
+يجيبوا من أموالهم يكون تمويهم داتي، يعني من
+
+479
+00:40:19,250 --> 00:40:25,150
+المصريين، ليش؟ممتاز الخوف من إفلاس من أن ديوننا ما
+
+480
+00:40:25,150 --> 00:40:28,470
+ترجعش إذا كل واحد بيحب التاني هو اللي يدفع صاحب
+
+481
+00:40:28,470 --> 00:40:32,350
+المشروع بيحب يكمل نقص في رأس المال من البنوك و
+
+482
+00:40:32,350 --> 00:40:34,970
+البنوك بتفضل إنه يشيل شغله لحاله و يتواجه لقاله
+
+483
+00:40:34,970 --> 00:40:39,330
+واضحة يا جماعة ولا عيدها تاني؟ ما هي نسب الديون
+
+484
+00:40:39,330 --> 00:40:45,730
+اللي هنشتغل عليها؟
+
+485
+00:40:45,730 --> 00:40:47,850
+mainly هيك هو بتطلع على
+
+486
+00:40:50,700 --> 00:40:55,540
+الـ slide يعطينا القانون و لا هو موجود أصلا بس
+
+487
+00:40:55,540 --> 00:40:58,420
+خуди بالك هذه فيها خطأ مطبعي نسبة الديون قصيرة
+
+488
+00:40:58,420 --> 00:41:07,220
+الأجل أحق الملكية أنا
+
+489
+00:41:07,220 --> 00:41:11,600
+هان بأفرض أنه
+
+490
+00:41:11,600 --> 00:41:18,840
+أنا فلست خلاص و هبدأ أسدد أموال الآخرين من حقوق
+
+491
+00:41:18,840 --> 00:41:23,740
+الملكيةده إيش يعني نسبة الديون قصيرة الأجل لحق
+
+492
+00:41:23,740 --> 00:41:29,160
+الملكية؟ إنه في عندنا مؤسسة فلست و هتبدأ تسدد
+
+493
+00:41:29,160 --> 00:41:34,200
+ديونها قصيرة الأجل من حقوق الملكية، و أنا هولا
+
+494
+00:41:34,200 --> 00:41:39,880
+أعيدها؟ أعيدها تاني؟ ده نسبة الديون قصيرة الأجل
+
+495
+00:41:39,880 --> 00:41:45,360
+لحق الملكية عبارة عن إيش؟ قدرة حقوق الملكية على
+
+496
+00:41:45,360 --> 00:41:52,720
+سداد الديون قصيرة الأجل في حالة لفلاسةإذا متى
+
+497
+00:41:52,720 --> 00:41:59,580
+هنرجع لحق الملكية اللي هي مصارينا لسداد ديوني سواء
+
+498
+00:41:59,580 --> 00:42:03,120
+القصيرة أو الطويلة في حالة الإفلاس؟ عارفين إيش
+
+499
+00:42:03,120 --> 00:42:06,820
+معنا إفلاس؟ خلاص الشركة فلسة تطلع من السوق، بتبدأ
+
+500
+00:42:06,820 --> 00:42:11,000
+تسدد ديون الناس، و أنا يا جماعة بنكمل المحاضرة
+
+501
+00:42:11,000 --> 00:42:13,360
+القادمة هذا الموضوع، أعطيكوا العافية
+
diff --git a/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lwyIBm-tzHM_raw.srt b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lwyIBm-tzHM_raw.srt
new file mode 100644
index 0000000000000000000000000000000000000000..36f17b6eeaf42a5464a51844a21e8dd0bda766a5
--- /dev/null
+++ b/PL9fwy3NUQKwbIfzcTkMkov8gvNgAjCnpz/lwyIBm-tzHM_raw.srt
@@ -0,0 +1,2144 @@
+1
+00:00:20,860 --> 00:00:22,980
+عوضوا بالله السميع العلي من الشيطان الضجيم بسم
+
+2
+00:00:22,980 --> 00:00:25,620
+الله الرحمن الرحيم الحمد لله والصلاة والسلام على
+
+3
+00:00:25,620 --> 00:00:29,000
+المصطفى الأمين سيدنا محمد وعلى أهله ومن ساره على
+
+4
+00:00:29,000 --> 00:00:32,400
+نفسهم الدين في البداية السلام عليكم ورحمة الله كيف
+
+5
+00:00:32,400 --> 00:00:36,700
+حالكم؟ كيف أصبحتوا اليوم؟ دائما ان شاء الله
+
+6
+00:00:36,700 --> 00:00:39,760
+المحاضرة الماضية بلشنا مع بعض في موضوع تكلفة
+
+7
+00:00:39,760 --> 00:00:43,450
+الأمراض cost of capitalميّزنا مع بعض من تكلفة
+
+8
+00:00:43,450 --> 00:00:46,630
+الرأس المال وهي فقط التي تركز على التمويل طويل أجل
+
+9
+00:00:46,630 --> 00:00:50,790
+كالديون والأسهم والسندات والأرباح المحتجزة وتكلفة
+
+10
+00:00:50,790 --> 00:00:55,150
+التمويل بتشمل قصير الأجل وطويل الأجل تعرفنا على
+
+11
+00:00:55,150 --> 00:00:57,990
+أنواع مصاد التمويل حسب المعايير المختلفة كالزمن
+
+12
+00:00:57,990 --> 00:01:02,830
+الملكية حسب المصدر تعرفنا مع بعض كيف يتم حساب
+
+13
+00:01:02,830 --> 00:01:07,670
+تكلفة القروض كان عندنا تلت أسئلة قرحناهم سوا
+
+14
+00:01:07,670 --> 00:01:12,190
+نرجعهم مع بعضالسؤال الأول كان ادخل الحلات التي
+
+15
+00:01:12,190 --> 00:01:16,650
+يحرم شرع .. لأ عفوا كيف يتم التخلص من مال الربع؟
+
+16
+00:01:16,650 --> 00:01:21,090
+ولا هدف ماذا تكون الزيادة .. عشان انا مخافش .. اه
+
+17
+00:01:21,090 --> 00:01:24,990
+ماذا تكون الزيادة على الربع .. على القروض أو ماذا
+
+18
+00:01:24,990 --> 00:01:28,370
+يكون الربع حلال؟ السؤال هذا بحتاج لعادة سيارة لحد
+
+19
+00:01:28,370 --> 00:01:30,930
+ما ندخلش في صدام مع تعيين الشريعة السؤال بيقول
+
+20
+00:01:30,930 --> 00:01:36,370
+بشكل آخر يعني ماذا تكون الزيادة على أموال الديون
+
+21
+00:01:36,370 --> 00:01:41,670
+حلالا؟يعني مابتيهش زميلتنا صفية بتتداية من زميلتنا
+
+22
+00:01:41,670 --> 00:01:48,090
+سجة و بتروح سجة بترجع أو .. مين ده من مين؟ بتروح
+
+23
+00:01:48,090 --> 00:01:51,810
+صفية بترجع لسجة المصاري و عليهم زيادة و بكونش ربة
+
+24
+00:01:51,810 --> 00:01:57,230
+مين حاب يجاوز؟ بتفضلي يا أميرةفي حال أعطى ال .. في
+
+25
+00:01:57,230 --> 00:01:59,850
+حال أعطى المقرض .. في حال أعطى المقرض .. يعني طبخي
+
+26
+00:01:59,850 --> 00:02:05,330
+عزميلاتك .. أه في حال أنه سجة صفية تدين من سجة فهي
+
+27
+00:02:05,330 --> 00:02:10,010
+راح ترجعلها المصاري من أي زيادة عليها فقط أنه في
+
+28
+00:02:10,010 --> 00:02:14,040
+حال هي تعطيهايعني هو الاتفاق كان بين ساجة و صافية،
+
+29
+00:02:14,040 --> 00:02:17,580
+أن صافية تتداين من ساجة عشرة تلاف دولار، و اترجحها
+
+30
+00:02:17,580 --> 00:02:18,940
+مبلغ يعني عشرة تلاف دولار، و اترجحها مبلغ يعني
+
+31
+00:02:18,940 --> 00:02:19,820
+عشرة تلاف دولار، و اترجحها مبلغ يعني عشرة تلاف
+
+32
+00:02:19,820 --> 00:02:20,500
+دولار، و اترجحها مبلغ يعني عشرة تلاف دولار، و
+
+33
+00:02:20,500 --> 00:02:21,760
+اترجحها مبلغ يعني عشرة تلاف دولار، و اترجحها مبلغ
+
+34
+00:02:21,760 --> 00:02:22,580
+يعني عشرة تلاف دولار، و اترجحها مبلغ يعني عشرة
+
+35
+00:02:22,580 --> 00:02:26,320
+تلاف دولار، و اترجحها مبلغ
+
+36
+00:02:26,320 --> 00:02:31,480
+يعني عشرة تلاف دولار، و اترجحها مبلغ يعني عشرة ت
+
+37
+00:02:32,580 --> 00:02:35,980
+فتعبير لصفية عن شكل هالة سجل وقوفة بجوارها
+
+38
+00:02:35,980 --> 00:02:40,120
+ومستندتها في ضعيفتها المالية قررت تحط هي من نفسها
+
+39
+00:02:40,120 --> 00:02:44,080
+زيادة في هذه الحالة تعتبر الزيادة إيش مالها؟ ربع
+
+40
+00:02:44,080 --> 00:02:49,000
+أما من البداية سجل استغلت الصفية واستغلت حاجتها
+
+41
+00:02:49,000 --> 00:02:52,580
+للأموال وقررت أنه تشتغل عليها تاخد عشر تلاف و
+
+42
+00:02:52,580 --> 00:02:58,860
+ترجعهم لإحدى عشر لها ربع واضح طبعا
+
+43
+00:02:58,860 --> 00:03:03,220
+يا أخوات الربع خفييفخى فيه إن ممكن الإنسان في
+
+44
+00:03:03,220 --> 00:03:06,680
+معاملته اليومية يقعد تربط و ينشره عندك أخه الصغير
+
+45
+00:03:06,680 --> 00:03:10,360
+في الصيف أول ابتدائي حكيتيله خد خمسة شايك اللي
+
+46
+00:03:10,360 --> 00:03:14,040
+اشتريه لجالاكسي شوكولاتة خد عليها شايك حد ليه لأ
+
+47
+00:03:14,040 --> 00:03:18,720
+هو هو حكالك هات الشايك اللي إليه اه ماروحش لحالي
+
+48
+00:03:18,720 --> 00:03:22,880
+بروحش لحالي إلا أخد شايك لليه هدرك بذرةبس يا
+
+49
+00:03:22,880 --> 00:03:26,380
+دكتورة هو اللي .. لكن لو انت خد شاكل جيبلك عصير
+
+50
+00:03:26,380 --> 00:03:30,040
+يعني انت اللي بدرتي هذا مش ربة شايفك لو اني الخفة
+
+51
+00:03:30,040 --> 00:03:35,880
+جاية .. بس لو أنا أصغير اصلا لأ .. بقول .. في فرق
+
+52
+00:03:35,880 --> 00:03:37,780
+ما بين انت تحكيله خد هاي خمسة شاكل جيبني
+
+53
+00:03:37,780 --> 00:03:41,020
+الشوكولاتة و الشاكل عشانك بس هو مش هيعرف هو هيفكر
+
+54
+00:03:41,020 --> 00:03:43,440
+يعني انه أنا هو هياخدني ..ماشي بس من اللي عرف
+
+55
+00:03:43,440 --> 00:03:48,220
+الآن؟ انت طيب اتصلحيله بتفاهمين .. اصلا بطلنا
+
+56
+00:03:48,220 --> 00:03:51,650
+واسطة يعني احنا بطلناأه بس ماده لو هو الشعراء
+
+57
+00:03:51,650 --> 00:03:53,630
+..شعراء .. أنا ب .. بس بعطيكم مثال بسيط على كيف
+
+58
+00:03:53,630 --> 00:03:56,490
+أنه ضيب الواحد ممكن يوجع فيه من انا و مايشعر يعني
+
+59
+00:03:56,490 --> 00:03:59,750
+مثال بسيط جدا ناشي واحدة فى كمان عامة مية دولار
+
+60
+00:03:59,750 --> 00:04:05,290
+راحت تصرفهم فى مكتب صرافة من دولار لشكل عطت الراجل
+
+61
+00:04:05,290 --> 00:04:08,230
+مية دولار و هو راح فتح الدرج تبعه و بده يعطيها
+
+62
+00:04:08,230 --> 00:04:13,630
+الشكل جاها جوال طلعت تكلم الجوال و رجعت انها تاخد
+
+63
+00:04:13,630 --> 00:04:17,370
+الشكل غلط انها تاخد الشكلبتاخد ال 100 دولار ده
+
+64
+00:04:17,370 --> 00:04:20,970
+تاني من إيد الراجل و بتعطيه ال 100 دولار و بتظلها
+
+65
+00:04:20,970 --> 00:04:23,310
+واقفة عنده لا بتتكلم جوال ولا حاجة و بتاخد الشكل
+
+66
+00:04:23,310 --> 00:04:26,830
+اللي هي يعني مثلا ال 400 شكل او ال 390 و بعدين
+
+67
+00:04:26,830 --> 00:04:29,690
+بتطلع غير هيك لأ ليش لأن أسعار الصرف اتغيرت في
+
+68
+00:04:29,690 --> 00:04:34,510
+دلحظة ماشي و أخدته في المعاملات المالية او المفروض
+
+69
+00:04:34,510 --> 00:04:37,810
+أخدته في الاقتصاد انه انا بال .. بالمال بالذات لما
+
+70
+00:04:37,810 --> 00:04:43,430
+العمالات بدي أبدلها و الدهب كمانلازم يكون يد بيد،
+
+71
+00:04:43,430 --> 00:04:46,230
+يعني اخدت عني مين دولار، بيبقى عني مين شيك، مافعش
+
+72
+00:04:46,230 --> 00:04:49,590
+اكتر بيه شيك، لازم يكون حالا، حالا .. لما انت طلعت
+
+73
+00:04:49,590 --> 00:04:53,570
+كلامت جوال و رجعتي على المكتب، بطل حالا، ماشي ..
+
+74
+00:04:53,570 --> 00:04:56,610
+بقى
+
+75
+00:04:56,610 --> 00:05:04,110
+هي .. هيصير في اختلاف، كيف يعني؟ انا بعطيك الحكم
+
+76
+00:05:04,110 --> 00:05:08,270
+الشرعي، انت حظر إيش تسوي، انت الان صرتي عارف، يد
+
+77
+00:05:08,270 --> 00:05:12,900
+بيد، و حالا، و نقط بنقطمافعش أقوله خدها تميل جولة
+
+78
+00:05:12,900 --> 00:05:16,180
+و اعطيني بدالهم دهب، ماصبوتش، الدهب إشي و المصاري
+
+79
+00:05:16,180 --> 00:05:19,700
+إشي تاني، ماشي، كيف يعني على الجوال؟ كتير بيقول
+
+80
+00:05:19,700 --> 00:05:23,400
+صرفلي يعني و ببعت واحد ياخد و .. لأ ما هو ده اللي
+
+81
+00:05:23,400 --> 00:05:25,400
+بده يبعته ياخد .. لحظة، اللي بده يبعته ياخد، ما هو
+
+82
+00:05:25,400 --> 00:05:27,360
+هيروح الراجل هذا المبروط، هيبقى واقف، لأ في طريق
+
+83
+00:05:27,360 --> 00:05:31,420
+وقت يعني، ممكن نص ساعة ساعة من غزر خانون يسورماشي
+
+84
+00:05:31,420 --> 00:05:35,840
+مهو لما يصل هياخدوا سعر الصرف في لحظة وصوله مش
+
+85
+00:05:35,840 --> 00:05:40,120
+هتسافر المسار لنص سرعه الشخص اللي هييجي فهياخدوا
+
+86
+00:05:40,120 --> 00:05:45,740
+سعر الصرف في لحظة اش لما يوصل واضح يا جماعة؟ ايضا
+
+87
+00:05:45,740 --> 00:05:49,500
+الدهب واحدة فيه يكون عندها دهب قديم او جاها بالها
+
+88
+00:05:49,500 --> 00:05:52,800
+تبقى بدل سوارتها قولي بالك مفهومش تعطي الساية
+
+89
+00:05:52,800 --> 00:05:56,180
+لسوارة الجديمة و تحطها عنده و تقول اه انا بدل
+
+90
+00:05:56,180 --> 00:06:00,440
+سوارة هادي و تاخدها بظبطشبتاخد السوارة الجديدة
+
+91
+00:06:00,440 --> 00:06:04,860
+بتبيعها 500 دينار و بتاخد ال 500 دينار بتحطهم في
+
+92
+00:06:04,860 --> 00:06:08,320
+الشنطة و بتسكر عليها و بعدين بتبدأ عملية بيع ..
+
+93
+00:06:08,320 --> 00:06:13,320
+بيع شراء جديدة أه و اريني الأساوة واضح؟ و أنا مرة
+
+94
+00:06:13,320 --> 00:06:16,820
+كنت بتعامل مع ساغ نصراني فلجيته أه في الحكم يوم
+
+95
+00:06:16,820 --> 00:06:19,680
+هنبيع الدهب قديم اللي هو أخده و ضبه و أعطاني
+
+96
+00:06:19,680 --> 00:06:25,280
+المسار و جالي يلا إيش أنتي عايزة هذا شريعناواضح؟
+
+97
+00:06:25,280 --> 00:06:27,560
+فخدوا بالك إشارات بسيطة المفروض اللي واحد يكون
+
+98
+00:06:27,560 --> 00:06:31,140
+عارفها خاصة خارجي الأياش و خارجي التجارب طبعا حرم
+
+99
+00:06:31,140 --> 00:06:34,000
+الربع في جميع الشرائع السماوية حرمة في اليهودية و
+
+100
+00:06:34,000 --> 00:06:37,380
+في النصرانية و في أياش و في الإسلام لكن بنلاحظ أن
+
+101
+00:06:37,380 --> 00:06:41,420
+العالم الأيام هذه قائم على أسعار الفوائد و الربع
+
+102
+00:06:41,420 --> 00:06:44,980
+لأن فيه تحريف أصبح في كتير من الكتب السماوية معادة
+
+103
+00:06:44,980 --> 00:06:48,360
+القرآن الكريم هذا كان السؤال أول واضح أعيده تاني
+
+104
+00:06:48,360 --> 00:06:54,180
+ولا واضح؟السؤال التاني إيش كان اللي أخدناه؟ كيف
+
+105
+00:06:54,180 --> 00:06:57,460
+هيتم التخلص من المال الربة؟ اللي هو تطهير الربة أو
+
+106
+00:06:57,460 --> 00:07:00,400
+تطهير الملعبة، الآن أنت بتقراي في صوت البقرة في
+
+107
+00:07:00,400 --> 00:07:04,440
+آية 2 أطول آية في القرآن إن ولكم واساموا عليكم،
+
+108
+00:07:04,440 --> 00:07:09,060
+بمعنى، الآن صفية دينت من ساجة عشر تلاف دينار
+
+109
+00:07:09,060 --> 00:07:15,660
+ورجعتهم أحد عشر ألف، ساجة الحمد لله ضميرها صحي لإن
+
+110
+00:07:15,660 --> 00:07:18,080
+انت ماعيش غلط، وحكينا قبل هيك إن هو دمام العصيل
+
+111
+00:07:18,080 --> 00:07:23,540
+الأمال في الشريعةوتعبت إلى الله طب إيش يساويوا في
+
+112
+00:07:23,540 --> 00:07:30,100
+ال 11 ألف دينار؟ تحملهم، تحرقهم؟ ممتاز، بتقسمهم
+
+113
+00:07:30,100 --> 00:07:34,400
+جسمين المبلغ لطلبات وصفية اللي هو العشرة ألف
+
+114
+00:07:34,400 --> 00:07:38,200
+بتحطوا إليها، في خزنتها، تشتري أرض، تشتري دهب، يحط
+
+115
+00:07:38,200 --> 00:07:41,360
+بتضلي المشكلة في الألف اللي هي لزيادة، لإن إحنا
+
+116
+00:07:41,360 --> 00:07:45,850
+المشكلة بتواجهنا في الربع مش في أصل المالإيش أسوي
+
+117
+00:07:45,850 --> 00:07:49,470
+في الزيادة؟ أحرقها لا يجوز حرق المال في الدين،
+
+118
+00:07:49,470 --> 00:07:52,410
+حرام، لأنه مورد، لأنه حاجة الناس بتسفيد منها، ليش
+
+119
+00:07:52,410 --> 00:07:57,810
+تحرقها؟ صدقوا فيها الربع بيقول محرم عليك أنتي اللي
+
+120
+00:07:57,810 --> 00:08:02,410
+أكلتيه، لكن بجيتي الناس لأ، ماشي، يعني دلين كيف
+
+121
+00:08:02,410 --> 00:08:05,870
+تتخلصي من الف دنار؟ قولنا لك اكفل يتيم، لما تروح
+
+122
+00:08:05,870 --> 00:08:09,820
+تكفل يتيم، بالنسبة لليتيم، المال ده مش حرامانت
+
+123
+00:08:09,820 --> 00:08:15,360
+اللي مشيت مش هو ماشي فكيف يتم تطهير أموال الضبع؟
+
+124
+00:08:15,360 --> 00:08:19,520
+ممكن صداقات وعمل خيرية ممتاز بس صداقات وعمل
+
+125
+00:08:19,520 --> 00:08:23,640
+الخيرية طب احنا فصلناهم يعني انت خلاص أخدنا الألف
+
+126
+00:08:23,640 --> 00:08:27,900
+دينار اتنسوا فيها صدقوا فيها ادفعيها رسوم لطالب في
+
+127
+00:08:27,900 --> 00:08:30,880
+جامعة اشتري فيها كيس و التلاميذ مدارس اشتري فيها
+
+128
+00:08:30,880 --> 00:08:36,440
+شورة اعملي فيها افطار جماعة في رمضان ماشي واضحة
+
+129
+00:08:36,440 --> 00:08:39,340
+ولا عيدها لكن الأهم شيء انت ماتخطرهاش في جرفتك
+
+130
+00:08:39,560 --> 00:08:45,760
+لأنها محرمة عليكي في كان ضايل كمان سؤال الحالات
+
+131
+00:08:45,760 --> 00:08:51,690
+اللتي يحررتيها شرع الاستخدام من الربطفي احنا تاو
+
+132
+00:08:51,690 --> 00:08:54,630
+حكينا ان احنا بينفع نحط الربع في الصداقات لحتى
+
+133
+00:08:54,630 --> 00:08:58,650
+نطهر المال، ففي عندنا حالتين فقط، حالتين مش دايما
+
+134
+00:08:58,650 --> 00:09:03,370
+مارت حكيته، يحرق طاولة و باكر، حالتين فقط يحرم
+
+135
+00:09:03,370 --> 00:09:06,770
+فيها شرعان وضع مال الربع، الحاج، الحاج بارك الله
+
+136
+00:09:06,770 --> 00:09:12,690
+الحرام، نفعش احش بقى حج مالي الربع؟ طب نفعش انا
+
+137
+00:09:12,690 --> 00:09:16,290
+اخد المصالح بتاعة الربع اعطيهم نصفية حج؟طيب حتى
+
+138
+00:09:16,290 --> 00:09:20,350
+انت .. يعني انا برفعك بس انت لأ الشخص اللي اسمه ..
+
+139
+00:09:20,350 --> 00:09:23,210
+انا .. حكينا انا ربة انا كاللي اللي سمح الله اذا
+
+140
+00:09:23,210 --> 00:09:27,230
+اكلت ربة انا محرم عليه انا لكن مش محرم عليك انتوا
+
+141
+00:09:27,230 --> 00:09:30,410
+فاسمعت صفية بدا تطلع الحج بقول يا صفية ايش رايك
+
+142
+00:09:30,410 --> 00:09:33,650
+تتحجع حسابي؟ و بعطيها المصاد طب و هي بكم بالنسبة
+
+143
+00:09:33,650 --> 00:09:36,410
+اللي حلال حلال؟ ماعرفت و شرحناها احنا اه .. بتوع
+
+144
+00:09:36,410 --> 00:09:38,630
+حكيناها لو .. لما قولنا القلب دي ده لو بتاكفل فيهم
+
+145
+00:09:38,630 --> 00:09:42,450
+يتين بالنسبة اليتين مالهوش دعوة الربة بتحرم على
+
+146
+00:09:42,450 --> 00:09:43,710
+أكلهم و كله و
+
+147
+00:09:48,060 --> 00:09:53,660
+في عندنا حالتين، الاضحى سنة، مش فرض، ماشي، يعني
+
+148
+00:09:53,660 --> 00:09:56,320
+أنا عندي مال الربا، مش هيعبلى اضحى، خلص، و أنا
+
+149
+00:09:56,320 --> 00:09:58,560
+ماعي مسارة، كتير بيصير، الناس ماعي مسارة بيضحوش،
+
+150
+00:09:58,560 --> 00:10:01,340
+في عندنا حالتين فقط يحرم فيها مال الربا، خُلي
+
+151
+00:10:01,340 --> 00:10:07,100
+بالك، بناء المساجد لأنها بيوت الله، تيجي صفية تحكي
+
+152
+00:10:07,100 --> 00:10:09,780
+في مسجد بنبني في حالتنا، يلا شارك فيه مال الربا،
+
+153
+00:10:09,780 --> 00:10:16,060
+بطهره، لأإذا بناء المساجد لا يجوز وضع مال ربع فيه،
+
+154
+00:10:16,060 --> 00:10:19,920
+ليش؟ لأنه بيت من بيوت الله، ماينفعش نقدم حاجة لرب،
+
+155
+00:10:19,920 --> 00:10:24,480
+نه مشهور، هذا المال مشهور النقطة التانية، طباعة
+
+156
+00:10:24,480 --> 00:10:28,580
+المصاحف، ماينفعش تقولي يلا أطبع مصاحف، أنا أروح
+
+157
+00:10:28,580 --> 00:10:32,160
+حافظها بيني و أوزعها، مال ربع، لأن في عندنا بس
+
+158
+00:10:32,160 --> 00:10:34,720
+أمرين و بعد ذاك الباب متسع كامل زي ما أنتي عايزة
+
+159
+00:10:34,720 --> 00:10:35,120
+في المال
+
+160
+00:10:38,500 --> 00:10:41,080
+يعني انا عندى مثلا عشرة تلات دنار بعطيتهم لك تحنط
+
+161
+00:10:41,080 --> 00:10:47,140
+اطباعك المساحف لأ ماصبوتش لكن تاخدهم تبني فيهم دور
+
+162
+00:10:47,140 --> 00:10:51,480
+اي تام اه اذا فى عنا شغلتان اتصلت و اتوصلت مباشرة
+
+163
+00:10:51,480 --> 00:10:55,440
+مع ربنا اللى هم بناء المساجد ماشي مش معقول يعني بن
+
+164
+00:10:55,440 --> 00:10:59,720
+مساجد مال حرام مش لها الدرجة يعنى اطبعك المساحف
+
+165
+00:10:59,720 --> 00:11:02,740
+غير ذلك سوى اللى انت عايزها تحكي واخد انا بدي اطبع
+
+166
+00:11:02,740 --> 00:11:05,480
+كتاب عن الرسول اطبعه بدي اطبع كتاب رياضة الصارعف
+
+167
+00:11:05,480 --> 00:11:09,030
+اللى حين اطبعه ماهاش مسجدواضح حسب مقافة لجنة اللي
+
+168
+00:11:09,030 --> 00:11:11,190
+افتتحت في الجامعة الإسلامية حسب مين لجنة اللي
+
+169
+00:11:11,190 --> 00:11:14,110
+افتتحت في الجامعة الإسلامية أما حاجش إلي أنا
+
+170
+00:11:14,110 --> 00:11:17,270
+مانفعش أحجج زي ما أحنا قبل شوية مانفعش أخد مانع ده
+
+171
+00:11:17,270 --> 00:11:19,630
+و أحطه في جيبتي أنا و أنا اللي أصل للمكلة لكن
+
+172
+00:11:19,630 --> 00:11:22,010
+مانفع أحجج الناس أحساب اللي جتلي إنسان فاقدر نفسه
+
+173
+00:11:22,010 --> 00:11:26,810
+أحججه أو أساعد شرف الزواج واضح؟ هالي جولة بتجوز
+
+174
+00:11:26,810 --> 00:11:30,790
+ماعناش غلطين طبعت المصاحف بنقاش المساجن بنق
+
+175
+00:11:30,790 --> 00:11:33,810
+المساجن متذكر في إحدى الأيام في إحدى المغنيين في
+
+176
+00:11:33,810 --> 00:11:34,270
+الخليج
+
+177
+00:11:36,850 --> 00:11:39,350
+فاتصل على لاجن اللى فتى في احدى الدول حكاله انا
+
+178
+00:11:39,350 --> 00:11:45,690
+بدي ابني مسجد قالله لأ قالله انت مالك جامعي الغناء
+
+179
+00:11:45,690 --> 00:11:49,710
+و الطرق و انت عارفين شغلتها دى محرمة فمحرم تبني
+
+180
+00:11:49,710 --> 00:11:52,730
+مسجد روح ابني مدرسة روح ابني مستشفى ابني اي حاجة
+
+181
+00:11:52,730 --> 00:11:57,310
+معادل مسجد و طبعت المصاحفلأن الشغلات ليها علاقة
+
+182
+00:11:57,310 --> 00:12:00,170
+بغربنا محرمة، وهي طباعة مصاحب نقش المساجر أما
+
+183
+00:12:00,170 --> 00:12:03,470
+الباقي family تعيزاه أمامنا عصابورة جدول بيوضح
+
+184
+00:12:03,470 --> 00:12:07,410
+بوضع إحدى الشركات قبل الحصول على فائدة و بعد
+
+185
+00:12:07,410 --> 00:12:13,350
+الحصول على إيش، على فائدة، نشوف مع بعض عند مبيعات
+
+186
+00:12:13,350 --> 00:12:19,650
+الشركة قبل القروض مليون، فاكرش مبيعات؟ تسعمية، لو
+
+187
+00:12:19,650 --> 00:12:24,460
+طرحت مليون نقص عمية، ميت ألفالفوائد Zero إيش معناه
+
+188
+00:12:24,460 --> 00:12:27,980
+الفائدة Zero يا أخوات؟ إذا بتذكروا حكينا قبل هت
+
+189
+00:12:27,980 --> 00:12:31,100
+لما المؤسسة ماتاخدش فائدة مايكونش عندها رفع مالي
+
+190
+00:12:31,100 --> 00:12:35,000
+لما جال الفائدة Zero ماعرفش إيش عندها رفع مالي
+
+191
+00:12:35,000 --> 00:12:41,320
+بعدين عندنا الضريبة نخصمها من الإيراد، هذا مش
+
+192
+00:12:41,320 --> 00:12:44,620
+الإيراد على فكرة، هذا في خطأ في الجدول اللي هو
+
+193
+00:12:44,620 --> 00:12:50,250
+الربح، هذا عمره ماكان إيرادهذه، شايفة؟ الربح بعد
+
+194
+00:12:50,250 --> 00:12:52,450
+الفادة و قبل الضريبة عمرها ما كانت إيرادة، هذه
+
+195
+00:12:52,450 --> 00:12:55,970
+أرباحها فاحنا الضريبة صارت أن الأرباح بعد الضريبة
+
+196
+00:12:55,970 --> 00:12:58,990
+الأرباح بعد الضريبة بتحتجزيها و توزعيها زي ما
+
+197
+00:12:58,990 --> 00:13:02,850
+أخدناها قبلها طب لو المؤسسة حصلت عقادة، خودي بالك
+
+198
+00:13:02,850 --> 00:13:08,930
+المؤسسة إيراداتها أو مبيعاتها زادت، هي صارت مليون
+
+199
+00:13:08,930 --> 00:13:12,820
+و سبعة آلاف، شايفينه؟مع أن أهل المؤسسة مدينة
+
+200
+00:13:12,820 --> 00:13:16,200
+ومظبطة أمورها وموسعة حالها ومظبطة الجودة فزادت
+
+201
+00:13:16,200 --> 00:13:19,700
+إيراداتها لما زادت الإيرادات حكينا قبل هيكوا أن
+
+202
+00:13:19,700 --> 00:13:22,160
+هناك علاقة طردية بين الإيرادة والتكاليف أو
+
+203
+00:13:22,160 --> 00:13:27,100
+المبيعات والتكاليف زادت معها المبيعات كانت تسعة
+
+204
+00:13:27,100 --> 00:13:31,640
+مية صارت تسعة مية واحدة ظهر عندنا في بعض الاقتراض
+
+205
+00:13:31,640 --> 00:13:36,560
+عن عيش عندنا الفائدة الفائدة
+
+206
+00:13:36,560 --> 00:13:43,890
+أكلت الإيرادةفلمّا وصلنا هان اتساوت المؤسسة الاصل
+
+207
+00:13:43,890 --> 00:13:48,110
+بالعقل هيك أنه لما زادت إيراداتي ازيد أرباحي بس ما
+
+208
+00:13:48,110 --> 00:13:51,310
+زادتش طالت زي ما هي لأنه في عندنا إيرادة عندنا
+
+209
+00:13:51,310 --> 00:13:55,990
+فوائد عندنا إيش فوائد إذا بسدد الفوائد بعيدا
+
+210
+00:13:55,990 --> 00:13:59,710
+الدريب إذا ضال حاجة للدريب على فكرة بعض الأوقات
+
+211
+00:13:59,710 --> 00:14:04,810
+الفوائد بتاكل كل إيرادات و أدخل عيدها عيدة تانية
+
+212
+00:14:04,810 --> 00:14:10,780
+تعالى نحكي الآن عن تكلفةالأسهم الممتازة طبعا أنتوا
+
+213
+00:14:10,780 --> 00:14:15,520
+أخدتوا في جبل هيك في عدة مساقات أن الأسهم نوعين
+
+214
+00:14:15,520 --> 00:14:18,340
+أسهم عادي .. الأسهم المشهورة نوعين أسهم عادي و
+
+215
+00:14:18,340 --> 00:14:22,380
+أسهم عاشر ممتازة الأسهم الممتازة اللي حاصلة على
+
+216
+00:14:22,380 --> 00:14:26,760
+معدل امتياز مين حكيلنا عنها شوية؟ شو هي أقرا زيكم؟
+
+217
+00:14:26,760 --> 00:14:31,600
+ممتاز، هي تعتبر أداة ملكية و أداة دينية تسمى أسهم
+
+218
+00:14:31,600 --> 00:14:36,600
+مهجنة أو تسمى أداة مهجنة شوية منها ملكية و شوية
+
+219
+00:14:36,600 --> 00:14:41,430
+منها عاشدانلشوية الملكية لأنها أسهم و احنا عارفين
+
+220
+00:14:41,430 --> 00:14:47,470
+كل الأسهم مساهمة أو كل الأسهم ملكية لكن لأنه عليها
+
+221
+00:14:47,470 --> 00:14:52,050
+معدل عقل تابت مش بالديون اللي هو اللي ضيبها أقل
+
+222
+00:14:52,050 --> 00:14:56,570
+توش اللي احنا .. الأسهم ممتازة لا خلاف بين العلماء
+
+223
+00:14:56,570 --> 00:15:01,560
+في أنه لا يجوز شراقهاإذا ما الحكم الشرعي لاقتناء
+
+224
+00:15:01,560 --> 00:15:06,940
+ساهم ممتاز أو أحد سألك بدي أشتري أسهم، ما تحكيليش
+
+225
+00:15:06,940 --> 00:15:09,240
+أنا هروح أشترك، أنا الله مابنفعش، قولي أنا بناخد
+
+226
+00:15:09,240 --> 00:15:13,940
+الجامعة الأسهم ممتازة يحرم شرائها، ليش؟ لأنها
+
+227
+00:15:13,940 --> 00:15:19,200
+بتاخد حكم الدين بالربا، لأن عليها عائد أشماله تابت
+
+228
+00:15:19,200 --> 00:15:23,260
+طبعا أصحاب الأسهم ممتازة يلهم حقوق في المؤسسة، لكن
+
+229
+00:15:23,260 --> 00:15:27,740
+أقل من حقوق أصحاب الأسهم العليهلا يعتبر صاحب السهم
+
+230
+00:15:27,740 --> 00:15:30,020
+الممتاز مالك عادي
+
+231
+00:15:40,260 --> 00:15:44,460
+مش مالك عادي لأنه فيه أسهم عاديين أسهم عاديين كيف
+
+232
+00:15:44,460 --> 00:15:47,820
+يتم حساب تكلفة الأسهم الممتازة؟ عندنا الصبورة
+
+233
+00:15:47,820 --> 00:15:51,440
+قانون عبارة عن توزيعات الأسهم تقسيم صافي سعر السهم
+
+234
+00:15:51,440 --> 00:15:54,960
+خودي بال صافي سعر السهم اللي هو المقام يلو عدة
+
+235
+00:15:54,960 --> 00:16:01,020
+أسماء منها القيمة السوقية ومنها سعر السهم ومنها
+
+236
+00:16:01,020 --> 00:16:04,360
+القيمة البيعية ومنها السعر في البورصة كل هدولة نفس
+
+237
+00:16:04,360 --> 00:16:10,050
+الكلمة إذا لو جلت القيمة البيعيةأو القيمة السوقية
+
+238
+00:16:10,050 --> 00:16:17,410
+للسهم أو قيمة السهم في ال bus أو سعر السهم البيعي
+
+239
+00:16:17,410 --> 00:16:20,950
+كل هذه معناها إيش؟ معناها قيمة سوقية اللي هي صافي
+
+240
+00:16:20,950 --> 00:16:26,570
+سعر السهم انشوف
+
+241
+00:16:26,570 --> 00:16:31,790
+مع بعض السؤال إيش بيحكينا اتفضلي قامت أحد الشركات
+
+242
+00:16:31,790 --> 00:16:35,350
+بإصدار اسم ممتازة بقيمة اسمية mid-dollar لحظة يعني
+
+243
+00:16:35,350 --> 00:16:40,790
+إيش معناه قيمة اسمية؟تصدر سهم ..أيوة لأ قيمة اسمية
+
+244
+00:16:40,790 --> 00:16:43,450
+دي كسوقية قيمة السهم اللي اتصلت لها بومتاز لما انت
+
+245
+00:16:43,450 --> 00:16:46,230
+اتوجهت لعشركة اللي اتصلت لها لحتى تشتري أسهمهم
+
+246
+00:16:46,230 --> 00:16:50,590
+هيعطوك كابونة صغيرة زي وصل هتطلعليها هتلاقي قيمة
+
+247
+00:16:50,590 --> 00:16:53,990
+ال كابون او قيمة السهم مية دينار هذه اسمها قيمة
+
+248
+00:16:53,990 --> 00:16:59,110
+اسمية اللي هي قيمة إصدار السهم واضح؟ قيمة إصدار ..
+
+249
+00:16:59,110 --> 00:17:01,930
+علشان السهم هذه معناها هي أخوات السهم لسه ما نزلتش
+
+250
+00:17:01,930 --> 00:17:06,710
+على البورصة لسه بيشتريهملسه الناس بتشجعك، بعدين
+
+251
+00:17:06,710 --> 00:17:09,830
+بنزل على الباصة يا بربح يا بخسر، إذا قيمتنا
+
+252
+00:17:09,830 --> 00:17:13,430
+الإسمية 100 دولار، أيوة، وتوزيعات محددة للسهم 6
+
+253
+00:17:13,430 --> 00:17:18,070
+دولار، اتفجنا على إن الأرباح تبعت كل 100 دولار أو
+
+254
+00:17:18,070 --> 00:17:21,130
+كل سهم يربح 6 دولار، وحس، طبعا أنت مش هتشتري 100،
+
+255
+00:17:21,130 --> 00:17:24,210
+هتشتري كمية كبيرة، فبزيد الضبح، أيوة، وصافي لكل
+
+256
+00:17:24,210 --> 00:17:28,130
+سهم 95 جنيه، أحسي بتكلف الأسهم ممتازة، صافي كل سهم
+
+257
+00:17:28,130 --> 00:17:33,480
+95 جنيه، أحسي بتكلف الأسهم ممتازة،كيف يمكننا أن
+
+258
+00:17:33,480 --> 00:17:38,120
+نحسبها؟ ممتاز، لو نكتب القانون التوزيعات عصافر سعة
+
+259
+00:17:38,120 --> 00:17:41,900
+السنة، مددش التوزيعات؟ ستة، إذن هنقول ستة في
+
+260
+00:17:41,900 --> 00:17:45,960
+البسط، مقام 95 سنة، بطلع ستة باقين تلاتة، أكتبها
+
+261
+00:17:45,960 --> 00:17:49,620
+عصابورة؟ إذن كيف حسبنا ان تكلفة الاسم ممتازة ممتعة
+
+262
+00:17:49,620 --> 00:17:56,940
+بالبساطة، عبارة عن؟ ستة في البسط، تقسيم 95 في
+
+263
+00:17:56,940 --> 00:18:01,590
+المقام، سؤال مباشربقولش مثلا الكلمة الإسمية؟ ممكن
+
+264
+00:18:01,590 --> 00:18:06,430
+نستخدمها في بعض الأسئلة ممكن بطلع
+
+265
+00:18:06,430 --> 00:18:15,290
+ستابون، دياشبون، تلاتة عند التعديل الضريبي طبعا يا
+
+266
+00:18:15,290 --> 00:18:18,210
+أخوات اللي تختلف تكلفة القرود عن تكلفة الأسمنتازة
+
+267
+00:18:18,210 --> 00:18:26,070
+في شيء هام وهو الأثر الضريبي خُلي بالك هان هذا
+
+268
+00:18:26,070 --> 00:18:30,940
+الجدوة اللي اتوا إذا لاحظتيإنه أنا ماوصلتش للربح
+
+269
+00:18:30,940 --> 00:18:35,560
+بعد الضريبة، غير لما خسرنا منها الفائدة، إذا
+
+270
+00:18:35,560 --> 00:18:38,500
+الفائدة بتخضع على الضريبة، بمعنى الفائدة بتأثر على
+
+271
+00:18:38,500 --> 00:18:42,300
+الضريبة، إيش حكينا تو؟ حكينا المفروض بالمنطق إنه
+
+272
+00:18:42,300 --> 00:18:46,540
+بدل إيراداتنا زادت، أرباحنا زيه، بس مازادتش عشان
+
+273
+00:18:46,540 --> 00:18:54,070
+الفائدة، ماشي؟لكن الأسهم الممتازة مابتخدعش ده
+
+274
+00:18:54,070 --> 00:18:58,190
+الدريبة ليش؟ لأن الأرباح بعد الدريبة هذه لتآخر
+
+275
+00:18:58,190 --> 00:19:03,690
+حاجة في الجدول أمامك تقسم قسمين إما موزع أو محتجز
+
+276
+00:19:03,690 --> 00:19:07,230
+الأرباح الموزعة معناها الأرباح اللي هتوزع لصحاب
+
+277
+00:19:07,230 --> 00:19:11,170
+الأسهم سواء كانت ممتازة أو العادية إذا لما نوصل
+
+278
+00:19:11,170 --> 00:19:14,690
+لآخر رقم هان اللي هو هذا أمامنا على الصبر 50 ألف
+
+279
+00:19:14,690 --> 00:19:19,740
+هو هذا اللي هيتوزع أو نخبيه نحتجزهفماعروش علاقة
+
+280
+00:19:19,740 --> 00:19:24,140
+بالضريبة بما أن ماجي شخص من الأرباح أو من الضريبة
+
+281
+00:19:24,140 --> 00:19:28,200
+لأ خلاص خلصت خصمت كل الديوتن عليك و سددتيها فإن
+
+282
+00:19:28,200 --> 00:19:33,300
+ضال حاجة بتوزعيها أما الفائدة لأ الفائدة بتسبق
+
+283
+00:19:33,300 --> 00:19:36,760
+الضريبة زي ما أنت شايفها في قائمة إيش قائمة الدخل
+
+284
+00:19:36,760 --> 00:19:39,860
+عيدها
+
+285
+00:19:39,860 --> 00:19:44,320
+تاني نكتب الخلاصة مع بعض بالتعديد الضريبي slide
+
+286
+00:19:44,320 --> 00:19:53,180
+sevenبعد .. بعد سداد جميع ديون المؤسسة ومنها
+
+287
+00:19:53,180 --> 00:19:59,860
+الدريبة اللي هي طبعا دريبة مستحقات للدولة يتم
+
+288
+00:19:59,860 --> 00:20:05,200
+توزيع أرباح الأسهم إذا
+
+289
+00:20:05,200 --> 00:20:10,660
+بعد ما سددت كل عليك ينظل حاجة بتوزعيها عشان هي هيك
+
+290
+00:20:10,660 --> 00:20:12,080
+لا تخضع لإيش؟ للدريبة
+
+291
+00:20:15,130 --> 00:20:17,970
+في عنا بعد تكلفة الأسهم الممتازة هي تكلفة الملكية
+
+292
+00:20:17,970 --> 00:20:22,110
+وهي عبارة عن الأسهم العادية الأرباح المحتجة بصلة
+
+293
+00:20:22,110 --> 00:20:26,550
+الأسهم ما المقصود بتكلفة الملكية عبارة عن الحد
+
+294
+00:20:26,550 --> 00:20:31,510
+الأدنى أقل حاجة أنا لازم أشتغلها و أحقق أرباح لحتى
+
+295
+00:20:31,510 --> 00:20:38,290
+أني أنا مامدش إيدي على أموال الملكية بمعنى أنتوا
+
+296
+00:20:38,290 --> 00:20:42,860
+حكيني عن تفزيز المستحقات صح؟جدش لازم تشتغلي لحتى
+
+297
+00:20:42,860 --> 00:20:45,920
+تجيبي إيرادات ومصاري و تسددي كل اللي عليكي من غير
+
+298
+00:20:45,920 --> 00:20:50,720
+ما تحتاج تمدي إيدك على الملكية عيدها .. لذا نجدش
+
+299
+00:20:50,720 --> 00:20:55,160
+احنا لازم نضلنا نشتغل لحتى نجيب أموال بحيث ما
+
+300
+00:20:55,160 --> 00:20:59,020
+نحتار أو نحتاج نحط إيدانا على أموال المساهمين أو
+
+301
+00:20:59,020 --> 00:21:03,340
+أموال الملك هذا المقصود فيه في عند الأرباح
+
+302
+00:21:03,340 --> 00:21:05,640
+المحتاجة .. طبعا زي ما انت عارف الأرباح المحتاجة
+
+303
+00:21:05,640 --> 00:21:10,880
+.. جاك السؤال في النصفياللي بتتذكروا الارباح اللي
+
+304
+00:21:10,880 --> 00:21:14,380
+مفروض تتزايد برعام صافي الارباح بعد الفرع والدريبة
+
+305
+00:21:14,380 --> 00:21:23,260
+بعد طرح الارباح ليش موزعة؟ صفر الربح بعد
+
+306
+00:21:23,260 --> 00:21:27,160
+الدريبة ألف دينار وزأت عليك و تمانمية، كده اش هكون
+
+307
+00:21:27,160 --> 00:21:29,740
+خبيت؟ عشان عشان، عشان عشان، عشان عشان عشان عشان
+
+308
+00:21:29,740 --> 00:21:31,180
+عشان عشان عشان عشان عشان عشان عشان عشان عشان عشان
+
+309
+00:21:31,180 --> 00:21:34,540
+عشان عشان عشان عشان عشان عشان عشان عشان عشان عشان
+
+310
+00:21:34,540 --> 00:21:34,560
+عشان عشان عشان عشان عشان عشان عشان عشان عشان عشان
+
+311
+00:21:34,560 --> 00:21:37,700
+عشان عشان عشان عشان
+
+312
+00:21:37,700 --> 00:21:46,940
+عأمامنا سؤال عصّابورة، في عندنا قانون تكلف
+
+313
+00:21:46,940 --> 00:21:49,120
+الأرباح المحتجزة، السؤال ممكن زي أمامنا العصّابورة
+
+314
+00:21:49,120 --> 00:21:51,480
+السؤال هذا اللي في الدائرة، احسب يتكلف الأرباح
+
+315
+00:21:51,480 --> 00:21:57,020
+المحتجزة نقرأ السؤال، تفضّال بوتاينا مثلا، يبيع
+
+316
+00:21:57,020 --> 00:22:01,200
+السهم العادى لأحد الشركات في السوق بمئة دينار ايش
+
+317
+00:22:01,200 --> 00:22:08,040
+معنى السهم العادى؟ لو شرحناهاممتاز شكرا ممتاز يا
+
+318
+00:22:08,040 --> 00:22:13,980
+عزيزي إليك درجة إليك درجة
+
+319
+00:22:13,980 --> 00:22:17,660
+إليك
+
+320
+00:22:17,660 --> 00:22:25,580
+درجة إليك درجة إليك درجة إليك درجة إليك درجة إليك
+
+321
+00:22:25,580 --> 00:22:34,040
+درجة إليك درجة إليك درجة إليك درجة إليك درجة إليك
+
+322
+00:22:34,040 --> 00:22:37,470
+درجة إليك درجة إليك درجة إليك درجةأيوة وكلفة
+
+323
+00:22:37,470 --> 00:22:40,470
+الأسدار 5% واتخطت الشركة اللي دفع أرباح السهم
+
+324
+00:22:40,470 --> 00:22:45,250
+الواحد أربع .. أربع برسم 450 أربع نهانير يعني
+
+325
+00:22:45,250 --> 00:22:48,810
+ستزداد الأرباح من التوقع بنسبة 6% ستزداد الأرباح
+
+326
+00:22:48,810 --> 00:22:53,530
+يا أخوات بنسميه معدل نمو بنسميه معدل نمو ونسبة
+
+327
+00:22:53,530 --> 00:22:56,550
+الضريبة تلاتين .. تلاتين فمية يدفعها المساهمون
+
+328
+00:22:56,550 --> 00:22:59,670
+ونسبة العمولة تلاتة فمية أحسن في تكمة الأرباح
+
+329
+00:22:59,670 --> 00:23:03,130
+المتشغزة أمام القانون العصبوة تعالوا نعود في
+
+330
+00:23:03,130 --> 00:23:07,530
+مباشرةالقانون مكتوب باللون الأحمر، هايو، هنقول
+
+331
+00:23:07,530 --> 00:23:12,190
+تكلفة
+
+332
+00:23:12,190 --> 00:23:20,130
+الربح المحتجز، حيث ساوة بص، بص طول شوية،
+
+333
+00:23:20,130 --> 00:23:22,370
+جابتش الأرباح المتوقعة لكل ساعة من التقية في
+
+334
+00:23:22,370 --> 00:23:25,970
+السؤال، تخطط معناه تتوقع
+
+335
+00:23:28,770 --> 00:23:32,130
+وين؟ انا مش و احنا بنقرا في السؤال قولتلكوا ستزداد
+
+336
+00:23:32,130 --> 00:23:35,510
+معناه نعمل معدل نمو أنا حكيتلكوا معدل نمو يا جماعة
+
+337
+00:23:35,510 --> 00:23:42,010
+تخطط معناه تتوقع أربع point سبعمية و خمسين هذا
+
+338
+00:23:42,010 --> 00:23:44,950
+البسط إذا نحطينا الأرباح المتوقعة مقاطينيها في
+
+339
+00:23:44,950 --> 00:23:47,270
+السؤال أربع point سبعمية و خمسين من وين جيبناها من
+
+340
+00:23:47,270 --> 00:23:51,670
+كلمة تخطط المقام كدهش القيمة السوقية في السؤال
+
+341
+00:23:51,670 --> 00:23:56,530
+القيمة السوقية ايش
+
+342
+00:23:56,530 --> 00:24:05,750
+مينفي حاجة مش واضحة القيمة السوقية
+
+343
+00:24:05,750 --> 00:24:09,470
+زمتكوا قريفة جابت عليها أخر الدرج اللي هي مية ماشي
+
+344
+00:24:09,470 --> 00:24:21,250
+من أين؟ من أين مية؟ في أول سطر في واحد
+
+345
+00:24:21,250 --> 00:24:28,490
+ناقص تكلفة الإصدار حنصر بالمية تكلفة الإصدارفي حد
+
+346
+00:24:28,490 --> 00:24:31,690
+بيسأل نفسه ليش كتبنا واحد ناقص خمسة في المية؟ ليش
+
+347
+00:24:31,690 --> 00:24:35,250
+ماقلناش خمسة في المية على طول؟ في القانون؟ لا مش
+
+348
+00:24:35,250 --> 00:24:38,390
+القانون يا عزيزي، من ناحية رياضية، هذه المية عدد
+
+349
+00:24:38,390 --> 00:24:43,010
+صحيح، مانفعش نقول مية ناقص خمسة في المية، مابظبطش
+
+350
+00:24:43,010 --> 00:24:47,070
+غلط الحل، ماشي؟ فبنقول مية في واحد ناقص خمسة في
+
+351
+00:24:47,070 --> 00:24:51,750
+المية، ليش؟ عشان مانفعش من ناحية رياضية أطرح رقم
+
+352
+00:24:51,750 --> 00:24:55,990
+صحيح بالنسبة ماوييا إما من 100 أم 100، يا إما من
+
+353
+00:24:55,990 --> 00:24:59,450
+صحيح من صحيح، ماشي، زائد، خد بالك والزائد الحق،
+
+354
+00:24:59,450 --> 00:25:08,750
+طول البيت كان، زائد، زائد من 100، زائد، زائد،
+
+355
+00:25:12,390 --> 00:25:15,990
+أه بس خد بالك السؤال جالبي تكلفة الإصدار سواء انت
+
+356
+00:25:15,990 --> 00:25:19,070
+ربح محتجزة أو فيه .. لأ ربح محتجزة مالهاش إصدار
+
+357
+00:25:19,070 --> 00:25:22,510
+عشانها أسمع .. سواء تلازم العدلية أو ممتازة تكلفة
+
+358
+00:25:22,510 --> 00:25:26,130
+الإصدار لازم تنطرح من القيمة السوقية حتى لو
+
+359
+00:25:26,130 --> 00:25:30,250
+مانتلازش في القانون تطرحيها لوحدك زائد نفتح ..
+
+360
+00:25:30,250 --> 00:25:34,110
+زائد ايش جليلي؟ معدل النمو هيا أنا وصلت هنا الأن 6
+
+361
+00:25:34,110 --> 00:25:38,770
+% ممتاز خد بالك كيف كتبناها مانكتبتش تحت نفتح قص
+
+362
+00:25:38,770 --> 00:25:48,360
+واحد ناقص لاتشت ضريبة في السؤال30% ضرب بتنكتب
+
+363
+00:25:48,360 --> 00:25:51,800
+جنبها يا أخوات بس عشان الصبورة خلصت واحد ناقص جداش
+
+364
+00:25:51,800 --> 00:25:59,100
+نسبة العمولة ثلاثة ثلاثة بيساوي إذا هذه جنبها بس
+
+365
+00:25:59,100 --> 00:26:03,940
+عشان الصبورة خلصت نعم ماشي بالنسبة لتكليف الإزار
+
+366
+00:26:03,940 --> 00:26:07,500
+يا أخوات اللي لم توجد في السؤال عادي بنحط القيمة
+
+367
+00:26:07,500 --> 00:26:13,750
+سقويا بتظل نمشي ولكن إن وجدتلازم ناخدها بالاعتبار
+
+368
+00:26:13,750 --> 00:26:18,390
+تكليف الإصدار توجد في شكلين إما تكون مبلغ يعني
+
+369
+00:26:18,390 --> 00:26:25,030
+مثلا يقولي تكلفة الإصدار خمس دولار سؤال تاني هذا
+
+370
+00:26:25,030 --> 00:26:31,730
+مش نفس السؤال باشي بقول هاي الضبح المتوقع تقسيم
+
+371
+00:26:31,730 --> 00:26:38,770
+اللي هي مية ناقص خمسة إذا المبلغ من المبلغ إذا لو
+
+372
+00:26:38,770 --> 00:26:42,920
+جالك تكلفة الإصدار مبلغ مختلف الحلسؤالنا هذا جالنا
+
+373
+00:26:42,920 --> 00:26:48,780
+نسبة تكلفة الإصدار، ممكن تقولي 100 ناقص خمسة في
+
+374
+00:26:48,780 --> 00:26:54,600
+المئة، لأ، خطأ، فبتقولي 100 في واحد ناقص خمسة في
+
+375
+00:26:54,600 --> 00:26:58,700
+المئة، أخدتي بالك؟ إذا، إن كان تكليف الإصدار نسبة،
+
+376
+00:26:58,700 --> 00:27:04,700
+الحل بيختلف لو كانت مبلغ، أجدتش الناتج؟ أنا و ناشي
+
+377
+00:27:04,700 --> 00:27:07,780
+لو سمحت، طبعا بتحسبي هدول و بتحسبي هدول و بعدين
+
+378
+00:27:07,780 --> 00:27:08,300
+بتجمعيهم
+
+379
+00:27:14,490 --> 00:27:18,810
+هذه مين هذا؟ لا يعني انت لازم تكون نقل منطقي هذه
+
+380
+00:27:18,810 --> 00:27:29,550
+سبعين وهذه سبعة اضغط بها دولة في بعض وهذه
+
+381
+00:27:29,550 --> 00:27:36,290
+مين؟ هذه بطلع 95 قسم هذا على هذه لازم يكون منطق
+
+382
+00:27:36,290 --> 00:27:43,360
+السلسلةقدرش صلاة؟ محدش
+
+383
+00:27:43,360 --> 00:27:48,620
+صلاة حاجة تانية؟ لازم تكون نتيجة منطقية يا أخوات
+
+384
+00:27:48,620 --> 00:28:04,720
+أبعد؟
+
+385
+00:28:10,800 --> 00:28:15,100
+كل هدفها الرقمين؟ إيش بتقلفوا عيونه يا ضيقات
+
+386
+00:28:15,100 --> 00:28:25,860
+الشجير اللهم
+
+387
+00:28:25,860 --> 00:28:31,740
+يا طولها شد يا جماعة كلهم عاملين حسابية لحظة والله
+
+388
+00:28:34,600 --> 00:28:45,540
+عشان تطلع كده اش طلع؟ فاصلة
+
+389
+00:28:45,540 --> 00:28:53,080
+صفر خمسة صفر اتوقع
+
+390
+00:28:53,080 --> 00:28:57,000
+انك تطلع ستة في الميه تطلع تسعة في الميه تسعة؟
+
+391
+00:28:57,000 --> 00:28:59,560
+تسعة في الميه تمانية فاصلة خمسة او تسعة في الميه
+
+392
+00:28:59,560 --> 00:29:02,140
+تسعة في الميه بحكيلك مش لأ في حلوات
+
+393
+00:29:17,900 --> 00:29:21,380
+أخر حاجة ان شاء الله في هذا ال chapter ليه تكلف ال
+
+394
+00:29:21,380 --> 00:29:25,480
+..أو قبل الأخيرة اللي هي الأسهم العادية طبعا
+
+395
+00:29:25,480 --> 00:29:30,780
+الأسهم العادية بيكون صاحبها اللي هو صاحب المؤسسة
+
+396
+00:29:30,780 --> 00:29:34,920
+المالك الحقيقي للمؤسسة الأسهم العادية أداة ملكية
+
+397
+00:29:34,920 --> 00:29:38,740
+بحتها تخضع للربح و الخسارة يا بتربح يا بتخسر يا
+
+398
+00:29:38,740 --> 00:29:44,620
+عادي في عندنا هان سؤال نكتب سواء السؤال و نشوف
+
+399
+00:29:44,620 --> 00:29:54,290
+الإجابة هل يجوز شراءأسهم أي شركة مدرجة في البورصة
+
+400
+00:29:54,290 --> 00:29:58,290
+الفلسطينية؟
+
+401
+00:29:58,290 --> 00:30:02,090
+هل يجوز شراء أسهم أي شركة مدرجة في البورصة
+
+402
+00:30:02,090 --> 00:30:11,910
+الفلسطينية؟ وضحي ذلك مين
+
+403
+00:30:11,910 --> 00:30:18,230
+ممكن يجاوب؟ ماخدتهاش لقطع الإسلامي؟خسارة .. هل
+
+404
+00:30:18,230 --> 00:30:21,350
+هتاخدوها؟ اعطيكوا الاجابة عشان تكونوا عارفين ..
+
+405
+00:30:21,350 --> 00:30:28,670
+تكونوا شاطرين مثلا يا أستاذ لا يجوز تتسرع في شراء
+
+406
+00:30:28,670 --> 00:30:38,090
+أي سهم لأي شركة في البورصة إلا بعد تطبيق الآتي
+
+407
+00:30:38,090 --> 00:30:41,170
+واحد
+
+408
+00:30:44,660 --> 00:30:52,940
+معرفة ما هي طبيعة عمل الشركة مصدورة السهم، معرفة
+
+409
+00:30:52,940 --> 00:30:58,660
+ما هي طبيعة عمل الشركة مصدورة إيش؟ السهم،
+
+410
+00:30:58,660 --> 00:31:05,200
+بمعنى لو شركة سجائل، بنفعش،
+
+411
+00:31:05,200 --> 00:31:09,640
+إتروح تشتري أسهم شركة سجائل، بنفعش، لإنك عارف إنه
+
+412
+00:31:09,640 --> 00:31:14,180
+سجائل محلشركة تنقل المشروبات الروحية اللي هي
+
+413
+00:31:14,180 --> 00:31:18,620
+الخمور برضه مفهش بس هي البورزة مابتفرض الشروط زي
+
+414
+00:31:18,620 --> 00:31:21,180
+هذه بس تنقل الشروط زي هذه على الشركات اللي بتفرض
+
+415
+00:31:21,180 --> 00:31:25,440
+فيها؟ لأ لأ أي شركة بتلاقيها جالع عندك شركة بخص
+
+416
+00:31:25,440 --> 00:31:34,560
+السجار عالي ماشي المسلم لازم يعرف ماشي شركة
+
+417
+00:31:34,560 --> 00:31:38,040
+أسهم لشركة فضائية مش بالزيادة الفضائية و بتعرض
+
+418
+00:31:38,040 --> 00:31:44,200
+أشياء سيئة مفهشواضح أن كلها أشياء اللي لها علاقة
+
+419
+00:31:44,200 --> 00:31:48,480
+بإيش بالأخلاق حاجة
+
+420
+00:31:48,480 --> 00:31:56,580
+لنشر رجيلة ولا إش باطل مافعش طب
+
+421
+00:31:56,580 --> 00:32:01,280
+شركة ورق اشتري
+
+422
+00:32:01,280 --> 00:32:07,350
+طب شركة لمصنع سياراتعادي في رقم واحد لسه فعلا رقم
+
+423
+00:32:07,350 --> 00:32:10,350
+اتنين واضح؟ لأن رقم واحد ليس طبيعي الشركة تشتر
+
+424
+00:32:10,350 --> 00:32:12,930
+السهم إذا كانت شركة بتتاجر في حاجة حمرف عشان زي
+
+425
+00:32:12,930 --> 00:32:16,350
+السجائر زي المشروبات الضحية الأشياء الوحشة تنية
+
+426
+00:32:16,350 --> 00:32:25,510
+المعيار التاني يجب النظر إلى قوائم الدخل لهذه
+
+427
+00:32:25,510 --> 00:32:29,750
+الشركة الحين أنا بدأ اشتري مصنع الورق بدأ أشتر
+
+428
+00:32:29,750 --> 00:32:37,520
+السهم هنا ده صور مالي إذا كان في قائمة الدخلفائدة
+
+429
+00:32:37,520 --> 00:32:44,220
+بينقصان الربع فاللي هي جهد شراء إننا
+
+430
+00:32:44,220 --> 00:32:48,740
+جمعين يعني عنا اتنين أول حاجة إيش طبيعة الشغل؟ إذا
+
+431
+00:32:48,740 --> 00:32:53,560
+كان okay ورق، سيارات، طيارات، ماشي لأو أشتري قبل
+
+432
+00:32:53,560 --> 00:32:58,200
+ما تستهجر، بشوف رقم اتنين، اللي هي هل الشركة ماخدة
+
+433
+00:32:58,200 --> 00:33:01,380
+الربع؟ إذا كانت ماخدة الربع، خلاص، ماتشتريش، ثلاثة
+
+434
+00:33:01,380 --> 00:33:07,660
+ما هو نوع السهم؟إذا كان سهم عادي، اشتريه، سهم
+
+435
+00:33:07,660 --> 00:33:10,620
+ممتازلة، قلتله و حكينا، ده مش اي حكيانة إذا بنشتري
+
+436
+00:33:10,620 --> 00:33:14,520
+سهم عادي، بنشتري سهم ممتازلة، واضح يا جماعة؟ عيد
+
+437
+00:33:14,520 --> 00:33:17,580
+تاني الإجابة، إذا لو حد سألك في العائلة أو في
+
+438
+00:33:17,580 --> 00:33:20,780
+صاحبات، بدأ نشتري أسهم، مش انا أتوقع لله أشتري
+
+439
+00:33:20,780 --> 00:33:25,220
+أسهم، لأ، الموضوع بيبقى تفصيل الأسهم العادية أموال
+
+440
+00:33:25,220 --> 00:33:26,940
+ملكية، زي ما حكينا الباحثة أن لما أنت تشتري أسهم
+
+441
+00:33:26,940 --> 00:33:29,900
+في شركة التصلات، الفلسطينية بتكون يعيش مالكة حسب
+
+442
+00:33:29,900 --> 00:33:35,040
+عدد الأسهم بزي اتقالك فيالقيمة السهم الحقيقية زي
+
+443
+00:33:35,040 --> 00:33:38,540
+ما الحكى قدامته هي قيمته في السوق مش قيمته
+
+444
+00:33:38,540 --> 00:33:42,100
+الإسمين، الإسمين مالهاش دعوة ماشي طبعا قيمته في
+
+445
+00:33:42,100 --> 00:33:46,360
+السوق بتحدد حسب العد متوقع للمستثمر وكمان بتحقق
+
+446
+00:33:46,360 --> 00:33:50,200
+القيمة السوقية اللي أسهم حسب تقر المؤسسة ونجاحها
+
+447
+00:33:50,200 --> 00:33:55,080
+في عملها عنا سؤال طبعا إن السهم العادى بيصوف مجلس
+
+448
+00:33:55,080 --> 00:33:57,600
+الإدارة بيشر أسهم زي ما هو عايز بياخد أرباح لكن
+
+449
+00:33:57,600 --> 00:33:59,840
+أخر حاجة أخر واحد بياخد أرباح اللي هو الأسهم
+
+450
+00:33:59,840 --> 00:34:04,790
+العادينسؤال، وزعت إحدى الشركات أرباح واحد دينار،
+
+451
+00:34:04,790 --> 00:34:09,030
+للأرباح الموزعة كده؟ واحد دينار، يعني لو أنت شريت
+
+452
+00:34:09,030 --> 00:34:12,570
+ألف سهم، هتاخد ألف دينار، لكل سهم عادي، لأنك متوقع
+
+453
+00:34:12,570 --> 00:34:18,010
+أنت .. حط خط تحت كلمة تنمو، إذا في السؤال كلمة
+
+454
+00:34:18,010 --> 00:34:26,070
+تنمو معناها أسهم عادية، إذا فيش تنمو، عفوا ممتازة،
+
+455
+00:34:26,070 --> 00:34:30,550
+إذا كلمة تنمو عادية و أنت ماشية، فيش تنمو ممتازة
+
+456
+00:34:31,590 --> 00:34:36,070
+أرباحها راح تصير 6% سعر السهم في السوق 25 دينار
+
+457
+00:34:36,070 --> 00:34:42,370
+السؤال احسبي التكلفة حاجة
+
+458
+00:34:42,370 --> 00:34:46,390
+سهلة اذا عندك
+
+459
+00:34:46,390 --> 00:34:50,630
+في السؤال معدل نمو ممكن يجيك السؤال احسبي تكلفة
+
+460
+00:34:50,630 --> 00:34:55,760
+السهم مع ذكر نوعهإذا كانت معدل نمو أسهم عادية فاش
+
+461
+00:34:55,760 --> 00:35:00,200
+نمو أسهم امتازة القانون بيقول بيساوي قداش الأرباح
+
+462
+00:35:00,200 --> 00:35:09,740
+المتوقعة للسهم واحد قداش القيمة السوقية أمتاز خمسة
+
+463
+00:35:09,740 --> 00:35:16,020
+وعشرين فيه تكلفة إصدار في السؤال خلاص ماشي زائد
+
+464
+00:35:16,020 --> 00:35:20,160
+معدل نمو ستة ثابتين مضلع ناجح بس إذا حاجة بسيطة
+
+465
+00:35:24,920 --> 00:35:33,880
+10% واضحة ولا عيدها؟ عيدها إن شاء الله أخر
+
+466
+00:35:33,880 --> 00:35:39,380
+حاجة تكلفة الأرموال المراجعة بنجيب يا أخوات كل
+
+467
+00:35:39,380 --> 00:35:42,640
+أنواع مصادر التنويين اللي بنكتبها وقب نحسبها
+
+468
+00:35:42,640 --> 00:35:46,440
+التكلفة لإيش؟ المراجعة دعونا نحل مع بعض السؤال هذا
+
+469
+00:35:46,440 --> 00:35:48,760
+ونختم فيه المحاضرة إن شاء الله نحل مع بعض السؤال
+
+470
+00:35:48,760 --> 00:35:55,120
+عسري إقرأينا السؤال الفضليإذا بلغ مبلغ الديون
+
+471
+00:35:55,120 --> 00:35:59,900
+تلاتمية ألف دينار شوي شوي هروح يا أخوات لرسمة سجل
+
+472
+00:35:59,900 --> 00:36:06,740
+دبي مصدر التمويل تفضلي إذا بلغ مبلغ الديون تلاتمية
+
+473
+00:36:06,740 --> 00:36:13,640
+ألف دينار عندنا ديون طيب المبلغ تلاتمية أسهم
+
+474
+00:36:13,640 --> 00:36:20,980
+ممتازة ماشي عندنا أسهم ممتازة جداش أبصر؟ أسهم
+
+475
+00:36:20,980 --> 00:36:27,430
+عادية عندي أسهم عاديةكداش؟ أربع مين؟ أربع مين؟
+
+476
+00:36:27,430 --> 00:36:30,950
+أربع محتجزة عنا كمان أرباح محتجزة مش ماخدين حاجة
+
+477
+00:36:30,950 --> 00:36:36,930
+غير ماخدين منهم أرباح محتجزة مين؟ وقتك محتجزة شوي
+
+478
+00:36:36,930 --> 00:36:44,070
+شوي، الإجمالي، إذا مين هدول الأربع مصادر التمويل
+
+479
+00:36:44,070 --> 00:36:47,630
+فيه النشرة كمدينة واضطرحة أسهم ممتازة وأسهم عادية
+
+480
+00:36:47,630 --> 00:36:51,580
+وماخد أرباح .. وكمان أرباح محتجزةأجمع الناتج او
+
+481
+00:36:51,580 --> 00:36:54,740
+المبلغ 300 و 200 و 500 و 500 و 400 و 900 و 900 و
+
+482
+00:36:54,740 --> 00:36:59,220
+100 و 1000 بعدين
+
+483
+00:36:59,220 --> 00:37:06,400
+تكلفة المصدر تكلفة المصدر هو حسبها في السوق احنا
+
+484
+00:37:06,400 --> 00:37:08,760
+من وين جبناها؟ اللي هي القوانين اللي دوا خدناها
+
+485
+00:37:08,760 --> 00:37:12,840
+بتقولنا ال bust في الأرباح اللي أسهم ممتازة
+
+486
+00:37:12,840 --> 00:37:16,890
+الأرباح اللي منتوقع تقسيم القيمة السوقية بسماشي
+
+487
+00:37:16,890 --> 00:37:20,130
+بينما الأسهم العادية لأرباح ما توقع تقسيم القيمة
+
+488
+00:37:20,130 --> 00:37:23,770
+السوقية زائد معدل النمو وخدمة قانون طويلة لأرباح
+
+489
+00:37:23,770 --> 00:37:30,830
+المحتجزة هو هذا جاب منه الأرقام نشوف إيش هي .. 4.8
+
+490
+00:37:30,830 --> 00:37:40,490
+10.5 14.6 14 هالي من وين جابها زي ما توقعنا
+
+491
+00:37:40,490 --> 00:37:46,600
+بالقوانين إيش السؤال بده؟احسب التكلفة الموجحة
+
+492
+00:37:46,600 --> 00:37:50,260
+هدولة بيعطاها في السؤال بروح أنا بجيب هاجة اسم
+
+493
+00:37:50,260 --> 00:37:56,500
+الأهمية النسبية أخدناها ليه التحليل الرأسي كم
+
+494
+00:37:56,500 --> 00:37:59,820
+بنجيب الأهمية النسبية قيمة ال band على الإجمال
+
+495
+00:37:59,820 --> 00:38:03,820
+نكتبها الأهمية
+
+496
+00:38:03,820 --> 00:38:11,760
+الأهمية
+
+497
+00:38:12,860 --> 00:38:18,140
+النسبية هتسوي بصوا مقام قيمة ال band على الجمال
+
+498
+00:38:18,140 --> 00:38:24,320
+يعني بنحكي تلاتمية على الف ممتاز تلاتمية تقسيم الف
+
+499
+00:38:24,320 --> 00:38:29,280
+ملون عشرة اه تلاتين تلاتين يا انتي متين على الف
+
+500
+00:38:29,280 --> 00:38:34,060
+عشري عشري مش واضح اني ايش بسوي أبدا انا مش واضح
+
+501
+00:38:34,060 --> 00:38:39,340
+اربعمية الف اربعية اربعية عشرة لازم يطلع النتج مية
+
+502
+00:38:39,340 --> 00:38:41,160
+في المية هد مالهاش جمعة
+
+503
+00:38:46,570 --> 00:38:50,450
+الان هنجيب تكلفة الأموال المراجعة تكلفة الأموال
+
+504
+00:38:50,450 --> 00:38:54,970
+المراجعة حاصل ضرب تكلفة المزارف اللي هي 100 نسبية
+
+505
+00:38:54,970 --> 00:39:05,070
+ضرب النسب في بعض النسب فاشر في بعض تلاتين
+
+506
+00:39:05,070 --> 00:39:12,730
+ضرب أربعة point تمانية هيها zero point zero1 4 4
+
+507
+00:39:12,730 --> 00:39:17,270
+هيك الرقم عشرة و نص في عشرين في المية سهل هذه 0
+
+508
+00:39:17,270 --> 00:39:35,010
+.021 14 في أربعين 0.058 4 14 في عشرة 0.014
+
+509
+00:39:38,990 --> 00:39:41,810
+إذا ضربنا تكلفة الإصدار في الأهمية اللي هياش نسبية
+
+510
+00:39:41,810 --> 00:39:44,490
+الآن بطلع الناتش لازم الناتش يطلع الناتش لو صح
+
+511
+00:39:44,490 --> 00:39:50,170
+فعلا الحل كله صح الناتش هيطلع عندي نكتب لون تاني
+
+512
+00:39:50,170 --> 00:39:59,070
+zero point واحد تلاتة تمان ممتاز تلاتة تمان هي
+
+513
+00:39:59,070 --> 00:40:05,810
+الحل هذا رقم صغير واضح كيف جبناها سهلمثل القسم
+
+514
+00:40:05,810 --> 00:40:09,630
+العادى، الرقم في تكلفة الأمان برنامج الحق،
+
+515
+00:40:09,630 --> 00:40:15,910
+الـLGBT، ده هو الـ 0.05894، 4، 4، 4، 4، 4، 4، 4،
+
+516
+00:40:15,910 --> 00:40:19,130
+4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4،
+
+517
+00:40:19,130 --> 00:40:21,170
+4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4،
+
+518
+00:40:21,170 --> 00:40:24,510
+4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4،
+
+519
+00:40:24,510 --> 00:40:24,530
+4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4،
+
+520
+00:40:24,530 --> 00:40:34,450
+4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4، 4،
+
+521
+00:40:34,450 --> 00:40:34,490
+4،
+
+522
+00:40:37,810 --> 00:40:43,150
+أخر حاجة التكلفة الإضافية كل دولار أنا بعمل ..
+
+523
+00:40:43,150 --> 00:40:46,030
+بشغل في ال business تبعي و بجيبلي أرباح تعتبر
+
+524
+00:40:46,030 --> 00:40:52,830
+التكلفة أشمالها إضافية ماشي بحكينا حتى تقبل
+
+525
+00:40:52,830 --> 00:41:03,790
+المؤسسة أي مجروع استثمارش دي تفتح
+
+526
+00:41:03,790 --> 00:41:04,190
+الفرق
+
+527
+00:41:07,190 --> 00:41:15,150
+لجوال او تفتح شركة للنت مثلا هذه فرصة جديدة او
+
+528
+00:41:15,150 --> 00:41:18,410
+فكرة جديدة اذا كان العائد اعلى من تكلفة المموال
+
+529
+00:41:18,410 --> 00:41:27,710
+الحدية تقبل اذا .. اذا كانت الأرباح ماشي اعلى من
+
+530
+00:41:27,710 --> 00:41:31,190
+تكليفنا الإضافية اللي احنا هندفعها في ال business
+
+531
+00:41:31,190 --> 00:41:37,940
+الجديد نقبل اذا مش اعلى لأطبعا هاني أخوات عشان
+
+532
+00:41:37,940 --> 00:41:40,500
+أجاوب على السؤال أقبل ولا أرفض لازم أعمل دراسة
+
+533
+00:41:40,500 --> 00:41:45,080
+جدوة وانزل على السوق و أجمع المعلومات و أشوف
+
+534
+00:41:45,080 --> 00:41:49,980
+بنسبني أو بنسبنيش واضح؟ المحاضرة القادمة ان شاء
+
+535
+00:41:49,980 --> 00:41:52,340
+الله راح نبدأ في chapter الجديد اللي هو الاندماج و
+
+536
+00:41:52,340 --> 00:41:56,860
+الاستحواذ في أي سؤال .. أي سؤال يعطيكوا العرفة
+