Question 2:Determine the required reinforcementfor L section beam to resist torsionT = 10KN.m with the followingdimensions; depth of slab =100 mm, width of flange == = 200 mm,900 mm, width of webdepth= 455 mm. Consider concreteclass C30 and high yield steel S460for main Reinforcement and S250 Forstirrups.900mm= 1120 mm²-200mm

Question 2: Determine the required reinforcement for L section beam to resist torsion T = 10KN.m with the following dimensions; depth of slab = 100 mm = width of flange 900 mm, width of web = 200 mm, 455 mm. Consider concrete class C30 and high yield steel S460 for main Reinforcement and S250 For depth = 900mm = 1120 mm² -200mm

Question 2: Determine the required reinforcement for L section beam to resist torsion T = 10KN.m with the following dimensions; depth of slab = 100 mm = width of flange 900 mm, width of web = 200 mm, 455 mm. Consider concrete class C30 and high yield steel S460 for main Reinforcement and S250 For depth = 900mm = 1120 mm² -200mm

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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