For a beam cross section, width = 230 mm, effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS-456:2000 (assume grade of steel as Fe500) is
2
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Solution
The correct option is A 2 Astminbd=0.85fy Ast=0.85500×230×500mm2 n=Astπd24=0.85×230π4(12)2=2nos