A prismatic beam having 24 mm x 45 mm is reinforced for flexure at the bottom with 4-ϕ16. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 32 kN/m over the entire span. Concrete weighs 24 kN/m3, 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 24 mm x 45 mm is reinforced for flexure at the bottom with 4-ϕ16. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 32 kN/m over the entire span. Concrete weighs 24 kN/m3, 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A prismatic beam having 24 mm x 45 mm is reinforced for flexure at the bottom with 4-ϕ16. It is simply supported over a clear span of 6 m and designed to support a total factored uniformly distributed load of 32 kN/m over the entire span. Concrete weighs 24 kN/m3, 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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