Given: Uniformly distributed dead and live load acts along a 6m simply supported beam. DL= 15 KN/m (including self-weight); LL= 30KN/m; b =375mm; p=0.008; fc'=24MPA; fy=415MPA, o= 0.90. Solve for the effective depth, the required steel area , and the total depth of the beam. Use diameter 25mm RSB and assume the diameter of stirrups to be 10mm.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given: Uniformly distributed dead and live load acts along a 6m
simply supported beam. DL= 15 KN/m (including self-weight); LL= 30KN/m; b =375mm;
p=0.008; fc'=24MPA; fy=415MPA, o= 0.90. Solve for the effective depth, the required
steel area , and the total depth of the beam. Use diameter 25mm RSB and assume the
diameter of stirrups to be 10mm.
Transcribed Image Text:Given: Uniformly distributed dead and live load acts along a 6m simply supported beam. DL= 15 KN/m (including self-weight); LL= 30KN/m; b =375mm; p=0.008; fc'=24MPA; fy=415MPA, o= 0.90. Solve for the effective depth, the required steel area , and the total depth of the beam. Use diameter 25mm RSB and assume the diameter of stirrups to be 10mm.
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