A buckling-restrained braced frame gusset plate connects to the column and beam at the weak axis joint. The assembly incorporates a fully restrained moment connection with welds specified as demand critical per the structural drawings. Additional stiffness is provided by doubler plates and stiffener plates sized per the BRBF manufacturer. Bracing members align with working points designated on the braced frame elevations.
W.P. COLUMN PER BF ELEVATIONS BRACE PER ELEVATION GUSSET BY BRB MFR STIFF PL PER BRB MFR COL WHERE OCCURS BRACE WHERE OCCURS FULLY RESTRAINED MOMENT CONNECTION PER S6.04/07 (WELDS TO BE DEMAND CRITICAL) BRACE WHERE OCCURS BRACE WHERE OCCURS BEAM EA SIDE WHERE OCCURS DOUBLER PL AS REQUIRED PER BRB MRF
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