Two WT$5$x$16\mathrm{.}5$ sections made of A$992$ Steel are used as a tension member to support a dead load

of $50$ k and a live load of $90$ k $.$ The WT sections are bolted to a gusset plate using two gage lines

of $\frac{3}{4}"$ diameter A$490$bolts as shown below. Assume the gusset plate is properly sized.

$+1|$

Considering only the Block Shear Rupture and Bearing Capacity Limit States:

Determine the controlling design tensile strength $($for just BSR and BC$)$

Determine whether this design tensile strength is sufficient to carry the required strength

Sketch what the WT sections look like at failure according to your result from $(1).$