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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

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

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