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Determine the maximum safe capacity of an axially loaded hinged ends column having an unsupported length of 4m. Fy = 248 MPa and E = 200 GPa. Use AISC Specifications. 100

Determine the maximum safe capacity of an axially loaded hinged ends column having an unsupported length of 4m. Fy = 248 MPa and E = 200 GPa. Use AISC Specifications. 100

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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Not: A1 = area of section 1 = 100mm x 25mm = 2500 mm2 A2 = area of section 2 = 150mm x 25mm = 3750 mm2 Please double check your answer. Civil engineering- steel design Determine the maximum safe capacity of an axially loaded hinged ends column having an unsupported length of 4m. Fy = 248 MPa and E = 200 GPa. Use AISC Specifications. 25 CIVIL ENGINEERING: STEEL DESIGN 100 25 175
Transcribed Image Text:Not: A1 = area of section 1 = 100mm x 25mm = 2500 mm2 A2 = area of section 2 = 150mm x 25mm = 3750 mm2 Please double check your answer. Civil engineering- steel design Determine the maximum safe capacity of an axially loaded hinged ends column having an unsupported length of 4m. Fy = 248 MPa and E = 200 GPa. Use AISC Specifications. 25 CIVIL ENGINEERING: STEEL DESIGN 100 25 175
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