Buckling-restrained braces connect to structural steel columns and beams using bolted, welded, or pinned gusset plate configurations. Shaded BRB regions indicate the steel core and connection elements which satisfy the requirements of section F4.3 of AISC 341-16. A typical four-and-a-half inch dimension applies to the gusset and brace interface details. The framing system relies on structural steel columns, beams, and gusset plates to transfer lateral loads.
BOLTED BRACE WELDED BRACE PINNED BRACE 4 1/2" (TYP) SHADED BRB REGIONS STEEL CORE AND CONNECTION ELEMENTS AND SHALL SATISFY THE REQUIREMENTS OF SECTION F4.3 OF AISC 341-16
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