For design of structural steel I sections, it is recommended that under bending moment the flanges control section moment capacity, hence fy of the flanges may be used, while under shear force the web controls section shear capacity, hence fy of the web may be used. Elaborate and explain why these comments are correct and valid?
For design of structural steel I sections, it is recommended that under bending moment the flanges control section moment capacity, hence fy of the flanges may be used, while under shear force the web controls section shear capacity, hence fy of the web may be used. Elaborate and explain why these comments are correct and valid?
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter6: Beam–columns
Section: Chapter Questions
Problem 6.9.2P
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