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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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