A simply supported reinforced concrete beam with a width of 350 mm and an effective depth d of 400 mm has a span of 8 m. The beam has uniformly distributed load of 60kN/m. Assume fy = 275MPa and fc' = 21 MPa. Using 10-mm diameter stirrups, determine the factored shear force at critical section and the required spacing at the critical section and if the beam is carrying an additional factored tensile axial load of 170kN, determine the required spacing at the critical section. (height = 380mm)
A simply supported reinforced concrete beam with a width of 350 mm and an effective depth d of 400 mm has a span of 8 m. The beam has uniformly distributed load of 60kN/m. Assume fy = 275MPa and fc' = 21 MPa. Using 10-mm diameter stirrups, determine the factored shear force at critical section and the required spacing at the critical section and if the beam is carrying an additional factored tensile axial load of 170kN, determine the required spacing at the critical section. (height = 380mm)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported reinforced concrete beam with a width of 350 mm and an effective depth d of 400 mm has a span of 8 m. The beam has uniformly distributed load of 60kN/m. Assume fy = 275MPa and fc' = 21 MPa. Using 10-mm diameter stirrups, determine the factored shear force at critical section and the required spacing at the critical section and if the beam is carrying an additional factored tensile axial load of 170kN, determine the required spacing at the critical section. (height = 380mm)
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