A CoreBrace buckling restrained brace connects to a strong-axis steel column and intersecting steel beam through a gusset plate assembly. Stiffener plates are welded near-side and far-side to the column and beam webs as required by the manufacturer. Weld symbols specify sizing and length parameters for both the brace-to-gusset and gusset-to-framing connections. Beam-to-column connections are referenced to structural sheet S600 series details.
STIFF PLATE NS & FS AS REQD BY COREBRACE, TYP WORK POINT Lgb Lgc Wb Lwb Wb Lwb Wc Lwc Wc Lwc STIFF PLATE NS & FS AS REQD BY COREBRACE,TYP CoreBrace BRB, TYP SEE S600 SERIES SHEETS FOR BEAM TO COLUMN CONNECTION
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