A simply supported rectangular beam with a span of 7.2m has an effective depth, d = 430mm, and a width, b = 250mm. It has a 2-legged 10mm in diameter stirrups spaced at 130mm all throughout the beam length. Determine the ultimate maximum uniformly distributed load (wu) that the beam can carry based on the shear capacity of the beam. Note: The beam is loaded downwards that it causes compression at the supports. Use: f'c = 21 MPa, and fyt = 276 MPa. %3D CS
A simply supported rectangular beam with a span of 7.2m has an effective depth, d = 430mm, and a width, b = 250mm. It has a 2-legged 10mm in diameter stirrups spaced at 130mm all throughout the beam length. Determine the ultimate maximum uniformly distributed load (wu) that the beam can carry based on the shear capacity of the beam. Note: The beam is loaded downwards that it causes compression at the supports. Use: f'c = 21 MPa, and fyt = 276 MPa. %3D CS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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