7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60 steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft, a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads will be applied simultaneously and only at the locations shown. Determine the shear reinforcement for the beam and sketch your final solution showing the shear strength provided. Use d = 25.5 in. and No. 4 stirrups. W₂ pit 7A → 8 ft L = 22 ft 7 ft 28 in. b = 18 in.

7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60 steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft, a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads will be applied simultaneously and only at the locations shown. Determine the shear reinforcement for the beam and sketch your final solution showing the shear strength provided. Use d = 25.5 in. and No. 4 stirrups. W₂ pit 7A → 8 ft L = 22 ft 7 ft 28 in. b = 18 in.

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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