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

Civil Engineering Mcqs

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

Submitted By :Ali Uppal

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