Problem $5\mathrm{.}1\mathrm{.}3$

Determine the maximum load capacity of a stud wall arrangement if the allowable capacities of the wood are: $F_{C_g}=1000$ psi $($compression parallel to the wood grain$)F_{c_1}=400$ psi $($compression perpendicular to the wood grain$)$ Note: The actual dimensions of a $26$ S$4$S member measures $11\frac{1}{2}"5\frac{1}{2}".$