Evaluate the given beam-column for compliance with the AISC Specification. The member is A588M Grade 50 and is part of a braced frame. The axial load and end moments are unfactored, consisting of 33% dead load and 67% live load. Use Kx = Ky = 1.0. Is the member adequate? 855 KN

Evaluate the given beam-column for compliance with the AISC Specification. The member is A588M Grade 50 and is part of a braced frame. The axial load and end moments are unfactored, consisting of 33% dead load and 67% live load. Use Kx = Ky = 1.0. Is the member adequate? 855 KN

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.10P: If the beam in Problem 5.5-9 i5 braced at A, B, and C, compute for the unbr Cb aced length AC (same...

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Question

check both LFRD and ASD. please check the given in the figure use it

Evaluate the given beam-column for compliance with the AISC Specification. The
member is A588M Grade 50 and is part of a braced frame. The axial load and end
moments are unfactored, consisting of 33% dead load and 67% live load. Use Kx = Ky =
1.0. Is the member adequate?
855 KN
112 KN-m
5m
W250x89
105 KN-m
855 KN

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