Two $($C$10$X$20)$ are used to support a tensile working dead load of $120$ klb$.$ and a live tensile working load of $240$ klb$.$ The A$36$ steel member is $30$ feet long and has a row of three $7/8-$in$.$ screws on each flange. a $3-$in$.$ between centers. Determine if the member is satisfactory in accordance with the AISC Specification and design the necessary tie plates. Assume the hole centers are located $1\mathrm{.}75$ in$.$ of the back of the carcasses and a Fu $($minimum stress esf.$)=58$ klb$/$in Fy $($minimum creep esf.$)=360$ klb$/$in$.$