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Find the ultimate moment of resistance of T beam section using $F_{e415}$ steel grade and $M20$ concrete grade. Refer figure below for T beam section.

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Data:- $b =1200 mm \\ D = 120 mm \\ b =230 mm \\ D = 6000 mm \\ Ast = 4-22 mm =1520.53mm^2 \\ M20, F_{e415} \\ D= D – dc = 550 mm \\ \text {Assume X_u \lt D_f [N.A lies in the flange]} \\ C_u=T_u\\ 0.36 f_ckb_fX_u=0.87 …

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