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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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