The buckling-restrained brace connects to a gusset plate sized per the schedule, which frames into the weak axis of the structural column. A one-half-inch stiffener plate or a plate sized per the schedule is provided at the connection. Additional information and references are detailed per sheet S5.62 and sheet S5.61.
NOTE: SEE 8/S5.62 FOR ADD'L INFO GUSSET PLATE PER SCHEDULE STIFF PL 1/2" x REQD STIFFENER PLATE PER SCHEDULE PER 8/S5.61 BRB PER SCHEDULE ?
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