$15-11.$ Select a framed beam connection, using LRFD and ASD, for a W$33130$ beam $($A$992$ steel$)$ with a dead load reaction $=60k$ and a live load reaction $=80k.$ It is to be connected to the flange of a W$36150$ column. The A$36$ web angles are to be welded with E$70$ electrodes $($weld A in the Manual$)$ and are to be field$-$connected to the girder with $7/8-$in A$325-$N bolts. $($One ans. $2$ Ls $43\frac{1}{2}\frac{5}{16}1ft8\frac{1}{2}$ in$,\frac{3}{16}-$in weld A and $7-$row bolt connection to girder.$)$