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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
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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