This connection details a buckling-restrained brace intersecting a structural steel column at its strong axis, incorporating a bolted gusset plate and a work point centered on the column-beam intersection. Stiffener plates are provided near side and far side as required by the manufacturer, supplementing the column web. The horizontal beam framing into the column utilizes a bolted connection detailed per standard schedules, with dimensions marked for work point offsets. A reference note directs users to supplementary details for additional installation information.
STIFFENER PLATE NS AND FS AS REQ'D BY COREBRACE, TYP. WORK POINT GUSSET THICKNESS, tg STIFF PLATE NS AND FS AS REQ'D BY COREBRACE, TYP NOTE: REFERENCE DETAIL 1 FOR ADDITIONAL INFORMATION. SEE TYP. SCHEDULE FOR BEAM CONNECTION Dwc Lwc Dwc Lwc Dwc Lwc Dwc Lwc Lgb Lgc
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