In case of plastic design, the calculated maximum shear capacity of a beam as per IS : 800 shall be (where, Aw = effective cross-sectional area resisting shear, fy = yield stress of the steel)
A. 0.55 Aw fy
B. 0.65 Aw fy
C. 0.75 Aw fy
D. 0.85 Aw fy
Answer: Option A
This Question Belongs to Civil Engineering >> Design Of Steel Structures
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