2A rectangular beam has a clear span of 7.5m and carries a service live load of 75KN/m and a dead load of 45KN/m including its own weight The beam has a width of depth of 500mm. It is reinforced with 4 – 32mm rebar in two rows. Total depth of the beam is 600mm with F'c = 32MPa, Fy = 414MPA, Fyt = 276MPa. Use normal weight concrete. a Using Detailed calculation method for shear strength for concrete, detemine the spacing of 10mm vertical U-stirrups at critical section. 300mm and an effective %3D %3D %3D

2A rectangular beam has a clear span of 7.5m and carries a service live load of 75KN/m and a dead load of 45KN/m including its own weight The beam has a width of depth of 500mm. It is reinforced with 4 – 32mm rebar in two rows. Total depth of the beam is 600mm with F'c = 32MPa, Fy = 414MPA, Fyt = 276MPa. Use normal weight concrete. a Using Detailed calculation method for shear strength for concrete, detemine the spacing of 10mm vertical U-stirrups at critical section. 300mm and an effective %3D %3D %3D

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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