2. Design an all-bolted double-angle connection for a W24x146A992 beam to carry a dead load reaction of 25 kips and a live loadreaction of 75 kips. Use 5/16 in. angles and ¾ in A325N bolts instandard holes. The uncoped beam is connected to the flange of aW14x132 column. Design by both LRFD and ASD method.