Design a rectangular tied column subjected to: P₁ =1150 kN with e,-0.4 m and e,-0.2 m Take fy=414 MPa and f-28Mpa 0.2 m 1150 KN

Structural Analysis
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Chapter2: Loads On Structures
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I need the answer to the question in reinforced concrete ACI code
Design a rectangular tied column subjected to:
P₁ =1150 kN with e,-0.4 m and e,-0.2 m
Take fy=414 MPa and f;=28Mpa
P=1150 KN
= 0.2 m
0.4 m
Transcribed Image Text:Design a rectangular tied column subjected to: P₁ =1150 kN with e,-0.4 m and e,-0.2 m Take fy=414 MPa and f;=28Mpa P=1150 KN = 0.2 m 0.4 m
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