Question: Determine whether a 2 0 3 2 0 3 6 0 H - section will be sufficient to resist the loading on the following column.

Determine whether a 20320360H-section will be sufficient to resist the loading
on the following column. Fy=350MPa and E=200GPa. The un-factored dead load
subjected to the column is 900 kN .
Determine whether a 2 0 3 2 0 3 6 0 H - section

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