Design the load bearing reinforced concrete wall shown if fc = 3000 psi and fy = 60000 psi. For horizontal and vertical shear reinforcement: Use #4 rebar = 0.5" = 12 mm For vertical flexural reinforcement: Use #9 rebar = 1.128" = 28 mm Vu at the top = 100 kips Lw = 8 ft, hw = 15 ft, thickness of shear wall = 8 in

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design the load bearing reinforced concrete wall shown if fc' = 3000 psi and fy = 60000 psi.
For horizontal and vertical shear reinforcement: Use #4 rebar = 0.5" = 12 mm
For vertical flexural reinforcement: Use #9 rebar = 1.128" = 28 mm
Vu at the top = 100 kips
Lw = 8 ft, hw = 15 ft, thickness of shear wall = 8 in
Transcribed Image Text:Design the load bearing reinforced concrete wall shown if fc' = 3000 psi and fy = 60000 psi. For horizontal and vertical shear reinforcement: Use #4 rebar = 0.5" = 12 mm For vertical flexural reinforcement: Use #9 rebar = 1.128" = 28 mm Vu at the top = 100 kips Lw = 8 ft, hw = 15 ft, thickness of shear wall = 8 in
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