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

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