A prismatic beam having 275mm x 500 mm is reinforced for flexure at the bottom with 5- phi 20 mm with an effective deapth of 420mm. It is simply supported over a clear span of 6m and designed to support a total factored uniformly distributed load of 36kn/m over the entire span. Concrete weighs 24kn/^3, concrete streangth 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 the face of the supporta. 24.2b. 32.2c. 28.4d. 15.3
A prismatic beam having 275mm x 500 mm is reinforced for flexure at the bottom with 5- phi 20 mm with an effective deapth of 420mm. It is simply supported over a clear span of 6m and designed to support a total factored uniformly distributed load of 36kn/m over the entire span. Concrete weighs 24kn/^3, concrete streangth 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 the face of the supporta. 24.2b. 32.2c. 28.4d. 15.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A prismatic beam having 275mm x 500 mm is reinforced for flexure at the bottom with 5- phi 20 mm with an effective deapth of 420mm. It is simply supported over a clear span of 6m and designed to support a total factored uniformly distributed load of 36kn/m over the entire span. Concrete weighs 24kn/^3, concrete streangth 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 the face of the support
a. 24.2
b. 32.2
c. 28.4
d. 15.3
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