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GIVEN DATA simply supported singly reinforced RC beam Span of beam [L] =3.3m width of beam [b]= 234mm overall depth of beam [h] =

GIVEN DATA simply supported singly reinforced RC beam Span of beam [L] =3.3m width of beam [b]= 234mm overall depth of beam [h] = 625mm Compressive strength of concrate [f] =30Mpa yield strength of steel [fy] =420Mpa [Assume] Effective cover [d'] = 80mm [Assure) Factored imposed Loading = 19.2 kN/m Lever Arm [2]=498mm TOFIND: Area of tension steel [AS]

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