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350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000 KN Length = 5 m Modulus of Elasticity = 200000 N/mm² 87.4 N/mm² and 1.89 mm 78.4 N/mm² and 1.95 mm O 87.4 N/mm² and 1.95 mm 78.4 N/mm² and 1.89 mm

350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000 KN Length = 5 m Modulus of Elasticity = 200000 N/mm² 87.4 N/mm² and 1.89 mm 78.4 N/mm² and 1.95 mm O 87.4 N/mm² and 1.95 mm 78.4 N/mm² and 1.89 mm

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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350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000 KN Length = 5 m Modulus of Elasticity = 200000 N/mm² O 87.4 N/mm² and 1.89 mm 78.4 N/mm² and 1.95 mm 87.4 N/mm² and 1.95 mm O 78.4 N/mm² and 1.89 mm
Transcribed Image Text:350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000 KN Length = 5 m Modulus of Elasticity = 200000 N/mm² O 87.4 N/mm² and 1.89 mm 78.4 N/mm² and 1.95 mm 87.4 N/mm² and 1.95 mm O 78.4 N/mm² and 1.89 mm
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