1.

According to IS 456:2000, the HYSD reinforcement in either direction of the slab shall not be less than:

A. 0.10% of the total cross-sectional area
B. 0.12% of the total cross-sectional area
C. 0.15% of the total cross-sectional area
D. 0.20% of the total cross-sectional area
Answer» C. 0.15% of the total cross-sectional area


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