Using a $2$ in$.$ nominal thickness Doug$-$Fir$-$Larch, design a tension member for the least

expensive solution $($Cost $=\frac{\text{\$}}{f}t).$ Assume the $8000lbs.$ tension load is the result of a

combined dead load $(10$ psf$)$ and snow load $(30$ psf$).$

Assume: hole size $=1-\frac{1}{{32}^{nd}}$ in$.$

Select Structural $$\frac{740}{M}bf$

No$.1,$$$\frac{660}{M}bf$

No$.2,$$$\frac{535}{M}bf$