A 300mm x 500mm cantilever beam has a span of 4.0m carries a uniformly distributed fact of 20kN/m applied 200mm away from centroidal axis of the member. The beam has an depth of 425mm. Concrete strength f = 20.7MPa and steel yield strength for longitudir 275MPa fy = 415MPa. Use 12mm stirrups with fyt S www b. a. Determine the spacing of stirrups required for shear Determine the spacing of stirrups required for torsion Determine the area of longitudinal bars required for torsion C.
A 300mm x 500mm cantilever beam has a span of 4.0m carries a uniformly distributed fact of 20kN/m applied 200mm away from centroidal axis of the member. The beam has an depth of 425mm. Concrete strength f = 20.7MPa and steel yield strength for longitudir 275MPa fy = 415MPa. Use 12mm stirrups with fyt S www b. a. Determine the spacing of stirrups required for shear Determine the spacing of stirrups required for torsion Determine the area of longitudinal bars required for torsion C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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