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