Q.

In limit state method of design of flat slab, τc = permissible shear stress in concrete

A. τc = 0.25 √fck
B. τc = 0.16 √fck
C. τc = 0.45 √fck
D. τc = 0.70 √fck
Answer» A. τc = 0.25 √fck
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