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  1. S

    Load carrying capacity of the beam. Correct?

    b=350mm d = 450mm number of bars = 5 dia of bars = 12mm Fck = 25 Fy = 415 Ast = 565.56 l(length) = 4.5m Xu = (0.87 x Fy x Ast)/(0.36 x Fck x b) Xu = 64.82 mm Xumax = 0.48(d) Xumax = 216mm Xu < Xumax = Under reinforced Mu = 0.87 x Fy x Ast (d - (0.42 x Xu)) Mu = 86.329 KN/m BM = Wu(l x l)/8...

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