0 out of 1 points Question 13 A rectangular beam 350 mm wide is to be designed for an ultimate moment of 670 kN-m with f
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0 out of 1 points Question 13 A rectangular beam 350 mm wide is to be designed for an ultimate moment of 670 kN-m with f
Question 13 A rectangular beam 350 mm wide is to be designed for an ultimate moment of 670 kN-m with fc = 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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