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Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be 24” wide, γ = 0.8, and that the reinforcement is placed around the perimeter of the section. Use the appropriate interaction diagram to select the reinforcement ratio, select appropriate longitudinal reinforcement, and design the ties. Take fc’ = 4,000 psi and fy = 60,000 psi. Pu = 1,200 kips Mu = 500 ft.-kips

Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be 24” wide, γ = 0.8, and that the reinforcement is placed around the perimeter of the section. Use the appropriate interaction diagram to select the reinforcement ratio, select appropriate longitudinal reinforcement, and design the ties. Take fc’ = 4,000 psi and fy = 60,000 psi. Pu = 1,200 kips Mu = 500 ft.-kips

Structural Analysis
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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Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be 24” wide, γ = 0.8, and that the reinforcement is placed around the perimeter of the section. Use the appropriate interaction diagram to select the reinforcement ratio, select appropriate longitudinal reinforcement, and design the ties. Take fc’ = 4,000 psi and fy = 60,000 psi.

Pu = 1,200 kips
Mu = 500 ft.-kips

Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be 24" wide, y = 0.8, and that the reinforcement is placed around the perimeter of the section. Use the appropriate interaction diagram to select the reinforcement ratio, select appropriate longitudinal reinforcement, and design the ties. Take f,' = 4,000 psi and fy = 60,000 psi. Pu = 1,200 kips M = 500 ft.-kips
Transcribed Image Text:Design a square-tied reinforced concrete column to support the design loads shown below. Assume that the column must be 24" wide, y = 0.8, and that the reinforcement is placed around the perimeter of the section. Use the appropriate interaction diagram to select the reinforcement ratio, select appropriate longitudinal reinforcement, and design the ties. Take f,' = 4,000 psi and fy = 60,000 psi. Pu = 1,200 kips M = 500 ft.-kips
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