20 -Beam column- Part 3-Amplification factor (B1) for the moments-No sidesway

[@m.nadirghori5136]

You explained it in a very simple way. Thank you, Dr. Mohamed.

[@mrnour20]

Thank you

[@wikijutt8972]

@@mrnour20 please share these slides with me

[@rolandbogdani7223]

Excellent video. Thank you!

[@905214]

Thank you very much doctor mohammed.
if i have BMD for braced and unbraced cases what should I use for Cb calculations?

[@MuzammilKhan-dq4nq]

AoA sir G in this example if the value of KxL does not equal to KyL Then which value is taken either KxL or KyL value?

[@fatimamancuso]

if the column had an eccentric loading, is this the case with the additional moment? Thank you so much for your videos.

[@mrnour20]

Yes. Eccentric loading will make moment

[@حيدرخضيرحسن-ك4خ]

Thank you very much

[@mrnour20]

Thanks for watching

[@uyvuha5789]

It is very useful

[@mrnour20]

Thank you