A rectangular beam with limited size of 300mm is to be designed for an ultimate moment of 550 kN·m with f’c = 28 MPa and fy = 420 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars. 13. Determine the the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
A rectangular beam with limited size of 300mm is to be designed for an ultimate moment of 550 kN·m with f’c = 28 MPa and fy = 420 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars. 13. Determine the the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular beam with limited size of 300mm is to be designed for an ultimate moment of 550 kN·m with f’c = 28 MPa and fy = 420 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars.
13. Determine the the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
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