A rectanqular beam 350 mm wide is to be designed for an ultimate moment of 642 kN m with f'c= 28 MPa and fy = 415 MPa. T

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answerhappygod
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A rectanqular beam 350 mm wide is to be designed for an ultimate moment of 642 kN m with f'c= 28 MPa and fy = 415 MPa. T

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A rectanqular beam 350 mm wide is to be designed for an ultimate moment of 642 kN m with f'c= 28 MPa and fy = 415 MPa. The effective depth of the tension
bars is 500 mm and 70 mm for compression bars. Determine the total amount of tension reinforcement to achieve a tensile strain of 0.005. Write your final answer
to the nearest whole number.
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