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Derive the expression for the ultimate moment of resistance in respect of singly reinforced rectangular beam using Ultimate Load Method as prescribed by IS
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To find depth of actual N.A

Cu=Tu23fckla=fyAsta=fyAst23fcklamax=d2

If a<amax under reinforced section

Mu=Tu×La=fy×Ast×(da2)andMu=Cu×La=23fckl×a(da2)

If a>amax over reinforced section

It is not permitted.

Restrict a=amax

Mumax=CuLa=23fckbamax(damax2)Mumax=23×fckbd2×(dd4)Mumax=0.25fckbd2

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