B A L=8 m t = 13 mm -150 mm 113 mm For the steel column with both ends fixed against rotation having a tubular cross-section, determine the allowable load Pall against buckling. E=200 GPa and Oy=250 MPa.
B A L=8 m t = 13 mm -150 mm 113 mm For the steel column with both ends fixed against rotation having a tubular cross-section, determine the allowable load Pall against buckling. E=200 GPa and Oy=250 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
B
A
L=8 m
t = 13 mm
-150 mm
113 mm
For the steel column with both ends fixed against rotation having a tubular
cross-section, determine the allowable load Pall against buckling. E=200 GPa and
Oy=250 MPa.
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