A WT$6$x$29$ A$992$ is connected to the flange of a W shape column as shown. Determine maximum load $P_u$ that can be applied at a distance of $4$ inch from the face of the column. The bolts are $3/4$ in diameter F $1852N$ in standard holes.

Answer is provided below, please provide calculations to these solutions.

Answer: $P_u=103\mathrm{.}4$ kip. $($based on shear strength of bolts, $P_u=143$ kip, based on bearing in the WT flange, $P_u=351$kip, based on combined shear & tension, $P_u=103\mathrm{.}4$ kip.$)$