This structural steel connection details a buckling-restrained braced frame gusset plate configuration at a beam-to-column strong axis. The assembly incorporates a column per braced frame elevations, intersecting beams with fully restrained moment connections requiring demand critical welds, and gusset plates provided by the buckling-restrained brace manufacturer. Additional stiffener plates and doubler plates are included as required by the brace manufacturer based on loading demands. Working points are established at the intersection of the framing centerlines to coordinate brace and member alignment.
W.P. COLUMN PER BF ELEVATIONS BRACE PER ELEVATION GUSSET BY BRB MFR STIFF PL AS REQUIRED 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 DOUBLER PL AS REQUIRED PER BRB MRF
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