Design a $10$ ft long, single$-$angle tension member to support a live load of $49\mathrm{.}5$ kips and a dead load of

$16\mathrm{.}5$ kips $(\frac{L}{D}=3).$ The member is to be connected through both legs with only $\frac{23}{4}in.$ bolts $($one per

leg$)$ at any cross section. Use recommended steel for angles.