Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the following dimensions; depth of slab 100 mm, width of flange 1000 mm, width of web 200 mm, depth = 655 mm Consider concrete class C30 and high yield Reinforcement and 5460 For stirrups. %3D steel S460 for main

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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T-Section

Determine the required reinforcement for T-section beam to
resist torsion T = 11.75 KN.m with the following dimensions;
depth of slab 100 mm, width of flange 1000 mm, width of web
200 mm, depth = 655 mm Consider concrete class C30 and
high yield Reinforcement and 5460 For stirrups. %3D steel
S460 for main
Transcribed Image Text:Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the following dimensions; depth of slab 100 mm, width of flange 1000 mm, width of web 200 mm, depth = 655 mm Consider concrete class C30 and high yield Reinforcement and 5460 For stirrups. %3D steel S460 for main
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