A rectangular beam is to be designed to carry a factored shear force Vu= 130 kN. Assume f'c = 28 MPa, fyt=275 MPa, and width of beam bw = 400mm. Using NSCP 2015.Compute the minimum effective depth of a beam with no shear reinforcement required. (Ans: 982.708mm)Compute the effective depth of the beam if a minimum amount of shear reinforcement is needed. (Ans: 491.354mm)Compute the required spacing of minimum shear reinforcement using 10mm bar. (Ans: 245.677mm)

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Answered: A rectangular beam is to be designed to…

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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A rectangular beam is to be designed to carry a factored shear force Vu= 130 kN. Assume f'c = 28 MPa, fyt=275 MPa, and width of beam bw = 400mm. Using NSCP 2015.

Compute the minimum effective depth of a beam with no shear reinforcement required. (Ans: 982.708mm)
Compute the effective depth of the beam if a minimum amount of shear reinforcement is needed. (Ans: 491.354mm)
Compute the required spacing of minimum shear reinforcement using 10mm bar. (Ans: 245.677mm)

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