In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be________________?

Design of Steel Structures 20/11/2021

A. 0.55 Awfy
B. 0.65 Awfy
C. 0.75 Awfy
D. 0.85 Awfy
where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel

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