Example 6: A rectangular concrete beam of width b = 600mm is limited by architectural considerations to a maximum total depth of h = 400mm. It must carry Mu= 540kN-m. Design the flexural reinforcements for this member, using compression steel if necessary. Allow 75mm to the center of the bars from the compression or tension face of the beam. Material strengths: fc' = 28MPa, fy =

Example 6: A rectangular concrete beam of width b = 600mm is limited by architectural considerations to a maximum total depth of h = 400mm. It must carry Mu= 540kN-m. Design the flexural reinforcements for this member, using compression steel if necessary. Allow 75mm to the center of the bars from the compression or tension face of the beam. Material strengths: fc' = 28MPa, fy =

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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