A W$250\backslash$times $73$ section of G$40\mathrm{.}21350$W steel is used as a temporary support. Determine the factored compressive resistance $($pinned at both ends$)$ if the lengths of the columns are $($i$)10\mathrm{.}1$ m and $($ii$)3\mathrm{.}9$ m $.$ Also compute the maximum height of the column allowed by the code and the corresponding factored compressive resistance. The cross$-$sectional properties are given below:

$\backslash$table$[[A=9280m{m}^2,w=8\mathrm{.}6mm$