A reinforced concrete beam has a width of 300mm and an effective depth of 600mm. Compressive reinforcement (if required will be placed at d'=60mm. f'c=27.5 MPa and fy=415 MPa. Use NSCP 2015. The beam is to support a factored bending moment of 670 kN-m, a) Determine the required area of tension reinforcement. b) Determine the required area of compression reinforcement. c) Determine the number of 25mm bars required as compression and tension reinforcement. Note: Minimum number of bars = 2 bars. d) Calculate the capacity of the designed section.

A reinforced concrete beam has a width of 300mm and an effective depth of 600mm. Compressive reinforcement (if required will be placed at d'=60mm. f'c=27.5 MPa and fy=415 MPa. Use NSCP 2015. The beam is to support a factored bending moment of 670 kN-m, a) Determine the required area of tension reinforcement. b) Determine the required area of compression reinforcement. c) Determine the number of 25mm bars required as compression and tension reinforcement. Note: Minimum number of bars = 2 bars. d) Calculate the capacity of the designed section.

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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