Steel column design Using the information below for an $275 universal beam (UB), calculate the associated buckling parameter (phi, p). Give your answer to 3 decimal places. Effective Length: Squash Load: 5m 106 KN 0.558 Flange thickness: 33 mm h/b 1.52
Steel column design Using the information below for an $275 universal beam (UB), calculate the associated buckling parameter (phi, p). Give your answer to 3 decimal places. Effective Length: Squash Load: 5m 106 KN 0.558 Flange thickness: 33 mm h/b 1.52
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Transcribed Image Text:Steel column design
Using the information below for an $275 universal beam (UB), calculate the associated buckling parameter (phi, p). Give your answer to 3 decimal places.
Effective Length: 5m
Squash Load:
106 KN
0.558
Flange thickness: 33 mm
h/b
1.52
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