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
@@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..
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 ?
Thank you Alot professor. Great explanation.👍👍👍
ياخي والله انك ارجل واحد شفته بحياتي
how different is the AISC Design and regulations of 2006 vs 2022. Can I use this recorded class to prepare for a test?
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..
Thankyou so much that really helped me as a beginner.
Very well explained. Thank you.
Great effort
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.
Thanks professor
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