Determine the LRFD design strength a s thr ASD allowable strength of the sections given inculding block shear $3-36.$ A C$915($A$36$ steel$)$ with $2$ lines of $\frac{3}{4}-$in $\frac{O}{?}$ bolts in the web as shown in Fig. P$3-36.$

FIGURE P$3-36$