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Calculate the total area of steel required in tension zone for a simply supported beam of...

Calculate the total area of steel required in tension zone for a simply supported beam of 230 mm wide, 406 mm effective depth. The total ultimate factored moment on the beam is 146.76 kN.m. Assume an effective cover for the compression reinforcement as 20 mm. Mu,lim of the section is 130.76 kN.m. Use M25 grade concrete and Fe415 steel. Check for spacing, shear and deflection is not required.

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