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Determine the area of sted rinforcement required for a rectorgular sectibu subjected to an vitimate design bendily moment of 300kNm. The material directeristic stergths are

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Determine the area of sted rinforcement required for a rectorgular sectibu subjected to an vitimate design bendily moment of 300kNm. The material directeristic stergths are fck=30MP and fk=r. concrete cover is 30mm and dikmeter of shear lintes is 8mm. The section dimensions are : (a) 300600mmAs= ? (b) 600300mm As

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