Determine the largest compressive load $(P_{\text{a}\text{l}\text{l}\text{o}\text{w}\text{a}\text{b}\text{l}\text{e}})$ that can be supported by a $66$ column post which is $10$ feet tall. A duration factor of $1\mathrm{.}15$ will be used. The column post is unbraced and made of Hem$-$Fir No$.2$ and exists under normal moisture, temperature, and other conditions $($most modifiers $=1\mathrm{.}0$ but consider stability factor$).$ Assume the column to have an effective length factor of $1\mathrm{.}0$ and use ASD principles. Use the following:

Area $=30\mathrm{.}25$ in ${?}^2$

Width $=$ Depth $=5\mathrm{.}5$ in

$E_{\text{m}\text{i}\text{n}}=400,000$

Modulus of Elasticity $(E)=1,100,000$

$F_c=575$