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

Contents:
01:20 Concept of braced and unbraced frames
07:34 Required moment strength
11:41 definition of the no-translation moment and translational moment
19:29 Required axial strength
23:53 Amplification factor (b1) for the moments occurring in the member when it is braced against sidesway.
24:00 Single curvature
29:55 Reverse curvature
32:40 B2 calculation equation
37:24 Evaluation of Cm
47:00 Cm in AISC
48:08 Example

[@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!

[@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?

[@user-fm7ru3kr5j]

Thank you very much

[@mrnour20]

Thanks for watching

[@uyvuha5789]

It is very useful

[@mrnour20]

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?

[@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