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SITUATION: A steel column in fixed at the bottom and hinged at the top. There is no sidesway.
Given below are the column properties.
A= 9290mm2
Ix= 113.21 x 106
Iy= 38.88 x 106
d= 250mm
E= 200GPa
Column Height = 8m
1. Determine the axial load (kN) that will cause initial buckling.
2. Determine the buckling stress.
3. Using the table, determine the allowable compressive load kN in the column.

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