distributed load of 35 kN/m over the entire span. Concrete weighs 24 kN/, concrete strength f'e- 21 MPa and rebar strength fy- 280 MPa. shear force at a section located distance "d" from face of support. Determine the required nominal shear force the stirups must sustain based on the critical OA 15.3 OR 322

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A prismatic beam having 275 nn x 500 mm is reinforced for flexure at the bottom with S-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.
shear force at a section located distance "d" from face of support.
Determine the required nominal shear force the stirrups must sustain based on the critical
OA 15.3
OB. 32.2
OC 24.2
OD. 28.4
Transcribed Image Text:A prismatic beam having 275 nn x 500 mm is reinforced for flexure at the bottom with S-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. shear force at a section located distance "d" from face of support. Determine the required nominal shear force the stirrups must sustain based on the critical OA 15.3 OB. 32.2 OC 24.2 OD. 28.4
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