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 cm
(B) 15 cm2
(C) 16 cm2
(D) 17 cm
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 cm
(B) 15 cm2
(C) 16 cm2
(D) 17 cm