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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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