Situation 5. A rectangular beam with limited size of 300 mm wide 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 maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure. 14. Determine the total amount of tension reinforcement for the given condition above. 15. Determine the amount of compression reinforcement required.

Situation 5. A rectangular beam with limited size of 300 mm wide 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 maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure. 14. Determine the total amount of tension reinforcement for the given condition above. 15. Determine the amount of compression reinforcement required.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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