Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service deadload (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mmand an effective depth of 575 mm. Use f'c = 28 MPa and fy = 275 MPa. Determine the shear that the concrete alone can carry.Ans.: OV c=Blank 1 kNBlank 1 Add your answerQuestion 8Determine the shear that the shear reinforcement alone will carrAns.: Vs = Blank 1 kN.Blank 1 Add your answerQuestion 9Determine the theoretical spacing of the stirrups.Ans.: Blank 1 mm

We need to find out the Shear strength of concrete, shear strength of shear reinforcement and…

Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service dead load (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mm and an effective depth of 575 mm. Use f'c = 28 MPa and fye = 275 MPa.

Design the spacing of a 10mm U-stirrups for a 6m simple supported beam. The beam is carrying a uniform service dead load (including its own weight) of 45 kN/m and a uniform service live load of 64 kN/m. The beam has a base of 380mm and an effective depth of 575 mm. Use f'c = 28 MPa and fye = 275 MPa.

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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