Determine the design strength for the connection shown if $\frac{7}{8}-$in$.$

A$325$ bolts $($threads excluded$)$ are used in a slip$-$critical connection with a factor for fillers, $h_f=1\mathrm{.}0.$

Assume A$36$ steel $(F_y=36$ksi,$F_u=58$ksi $)$ and Class B faying surface, and standard size holes.