This structural steel connection details the bottom assembly of a buckling-restrained brace framing into a steel column and beam intersection. The gusset plate connects to the column flange and the top flange of the beam, maintaining a ninety-degree alignment with the beam. A work point is established at the center of the column and one-half of the nominal beam depth from the top flange. A web doubler plate is referenced for specific load conditions per the CoreBrace connection schedule.
L gc APPROX COL 4 W.P. @ CNTR OF COL & 1/2 NOM BM DEPTH FROM TOP L gb APPROX 6 SEE W b BEAM 90° 6 SEE W c X X 7 4 1 L wc L wb 8 TYP SEE WEB-DOUBLER-PLATE-AT-BEAM-COLUMN-GUSSET DETAIL FOR CONDITION WHEN DOUBLER PLATE REQUIRED BY COREBRACE CONNECTION SCHEDULE. e L bh L wp-h (BOT. ONLY) CASING 1" MIN W L
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