_ In case of plastic design, the calculated maximum shear capacity of – McqOptions

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1.	_ 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 Awfy
B.	0.65 Awfy
C.	0.75 Awfy
D.	0.85 Awfy
Answer» B. 0.65 Awfy

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