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A prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-016. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 28 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy 280 MPa. Calculate the factored shear force (kN) at the critical section for shear located a distance of "d" from face of support.

A prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-016. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 28 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy 280 MPa. Calculate the factored shear force (kN) at the critical section for shear located a distance of "d" from face of support.

Structural Analysis
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 prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-016. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 28 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy - 280 MPa. Calculate the factored shear force (kN) at the critical section for shear located a distance of "d" from face of support.
Transcribed Image Text:A prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-016. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 28 kN/m over the entire span. Concrete weighs 24 kN/m, Concrete strength f'c - 21 MPa and rebar strength fy - 280 MPa. Calculate the factored shear force (kN) at the critical section for shear located a distance of "d" from face of support.
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