A prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-φ16 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 28 kN/m over the entire span. Concrete weighs 21 kN/m3, Concrete strength f’c = 21 MPa and rebar strength fy = 280 MPa. 1. Determine the factored shear force (kN) at the critical section for shear located a distance "d" from the face of support .
A prismatic beam having 28 mm x 40 mm is reinforced for flexure at the bottom with 3-φ16 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 28 kN/m over the entire span. Concrete weighs 21 kN/m3, Concrete strength f’c = 21 MPa and rebar strength fy = 280 MPa. 1. Determine the factored shear force (kN) at the critical section for shear located a distance "d" from the face of support .
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-φ16 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 28 kN/m over the entire span. Concrete
weighs 21 kN/m3, Concrete strength f’c = 21 MPa and rebar strength fy = 280
MPa.
1. Determine the factored shear force (kN) at the critical section for shear located a distance
"d" from the face of support .
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