A rectangular beam 300 mm wide is to be designed for an ultimate moment of 750 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 for the given condition above. = [As] sq.mm (whole number)
A rectangular beam 300 mm wide is to be designed for an ultimate moment of 750 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 for the given condition above. = [As] sq.mm (whole number)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam 300 mm wide is to be designed for an ultimate moment of 750 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 for the given condition above. = [As] sq.mm (whole number)
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