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Determine ultimate moment of resistance for a singly reinforced rectangular beam of width 230mm and 500 mm overall depth effective cover provided to the tensile reinforcement is 40 mm.
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b = 230 mm

D = 500 mm

$d_c$ =40 mm

d = D - $d_c$ = 500-40 = 460 mm

Ast = 4 - 16mm = $804.24 mm^2$

$M_{20}$, $Fe_{415}$

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