A prismatic beam having 275 mm x 500 mm is reinforced for flexure at the bottom with 5-020 mm with an effective depth of 420 mm. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 35 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy - 280 MPa. Determine the required nominal shear force the stirrups must sustain based on the critical shear force at a section located distance "d" from face of support. OA 32.2 OB. 24.2 OC. 28.4

A prismatic beam having 275 mm x 500 mm is reinforced for flexure at the bottom with 5-020 mm with an effective depth of 420 mm. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 35 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy - 280 MPa. Determine the required nominal shear force the stirrups must sustain based on the critical shear force at a section located distance "d" from face of support. OA 32.2 OB. 24.2 OC. 28.4

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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