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 $24$ stud which is $8$ feet tall. A duration factor of $1\mathrm{.}0$ will be used. The stud is unbraced and made of Douglas Fir Larch 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 tables in the Appendix for the reference design values.