An L $84\frac{1}{2}$ A$992$ section is connected to the flange of a W$1265$ A $992$ section through $\frac{3}{4}$ in diameter A$325$N bolts in standard drilled holes as shown in the figure. The bolts are placed symmetrically with respect to the centerlines of the sections. You are asked to determine the maximum tensile force that can be applied to the $C$ section based on the following criteria.

$($i$)$ Shear failure of bolts

$($ii$)$ Bearing failure at bolt holes

$($iii$)$ The connection is slip critical. The surfaces are Class A and the slip is a serviceability limit state.