This structural connection detail shows a buckling restrained brace intersecting a column and existing girder at a grid work point. The connection incorporates a buckling restrained brace gusset plate sized per the schedule, with the bottom flange of the connecting drag beam coped. Five-sixteenth inch fillet welds are specified typically, along with three-inch weld returns. A three-eighth inch weld is also indicated, and continuity plates are omitted from the view for clarity.
12 S5.1 GRID WP 5/16 TYP DRAG BM PER PLAN 3/8 3" RETURNS, TYP (E) GIRDER PER PLAN COL PER ELEV BUCKLING RESTRAINED BRACE PER ELEV AND SCHEDULE ON S1.5 BRB GUSSET PL PER SCHED ON S1.5 NOTE: CONTINUITY PLATES NOT SHOWN FOR CLARITY COPE BOTTOM FLANGE CJP TYP
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