Given. A shear wall 24 ft. long and in. thick with a floor-to-floor height of It. Compressive strength of concrete f = 4000 psi Yield strength of reinforcing bars f, = 60 ksi Maximum factored shear force V₁ = 500 kips Vertical reinforcement as determined for bending and axial loads = four # 7 @ 9 in. ertical at each end, and # 6 @ 15 vertical in between each face.
Given. A shear wall 24 ft. long and in. thick with a floor-to-floor height of It. Compressive strength of concrete f = 4000 psi Yield strength of reinforcing bars f, = 60 ksi Maximum factored shear force V₁ = 500 kips Vertical reinforcement as determined for bending and axial loads = four # 7 @ 9 in. ertical at each end, and # 6 @ 15 vertical in between each face.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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