A simply supported beam 6 m long
and of effective depth 50 cm, carries a
uniformly distributed load 2400 kg/m
including its self weight. If the lever
arm factor is 0.85 and permissible
tensile stress of steel is 1400 kg/cm²,
the area of steel required, is
A. 14 cm2
B. 15 cm
C. 16 cm2
D. 17 cm2
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