A buckling restrained brace connection frames into a beam sized per plan. Full depth stiffener plates are provided on each side of the beam web as specified per detail eight on sheet S1.3. A buckling restrained brace gusset plate is included per the schedule on sheet S1.5. The buckling restrained brace is configured per elevation and schedule on sheet S1.5.
FULL DEPTH STIFF PL EA SIDE PER 8/S1.3, TYP BRB GUSSET PL PER SCHED ON S1.5 BUCKLING RESTRAINED BRACE PER ELEV AND SCHED ON S1.5 BM PER PLAN
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