In case of plastic design, the calculated maximum shear capacity of a – 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.	.55 Awfy
B.	.65 Awfy
C.	.75 Awfy
D.	.85 Awfy
Answer» B. .65 Awfy

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