21 -Beam column- Part 4-Amplification factor (B2) for the moments-sidesway permitted
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- เผยแพร่เมื่อ 5 ธ.ค. 2020
- Contents:
00:58 Amplification factor (B2) for the moments-sidesway permitted
08:00 Euler load equations
10:40 The superposition concept
13:30 Unsymmetrical loading condition
17:37 Example
ياخي والله انك ارجل واحد شفته بحياتي
Very well explained. Thank you.
Thankyou so much that really helped me as a beginner.
Great effort
Thanks professor
I have a question those two amplification factor applies on which member? If we have a 3D portal frame B1 and B2 just apply on beam and rafter or apply for all memebers?
Hi dr. Mohamed noureldin
في بداية الأمر أحب أشكرك بشكل كبير جداً وكل الحب والإحترام لحضرتك لما تملكه من علم عظيم أنا أشكرك بالنيابة عن كل العلماء والذين يحترمون العلم..
أرجوك دكتور محتاجين شرح على موضوع
Random vibration analysis theory
Thank you Mustafa for your comment and nice words. I hope I can find time in the future to handle "Random vibration analysis theory"
@@dr.mohamednoureldin5718
حبيبي وأستاذي دكتور محمد نور الدين..
And I Am eagerly waiting for you
كل الحب والاحترام والتقدير لعلميتك وقدراتك العقلية ما شاء الله ربي عليك
حفظك الله بعينه التي لا تنام..
how different is the AISC Design and regulations of 2006 vs 2022. Can I use this recorded class to prepare for a test?
hi dr.mohammed , i have a question please ,why p(story) = Pnt =212 , is not it equal to Pu = pnt + plt =212+56 =268 and it is like that in 5th edition of segui-steel design.
thank you Dr. Mohamed.
I have one inquiry.
if I have a frame that is braced in one direction and un-braced in the other. in this case i would have only one value for B1 for one direction (small delta) and one value for B2 for one direction (side sway). is that right ?
I was looking for the answer for this too. If u figure out the answer sir, please share it with me too.
Hello roja colour