A steel column bears on a base plate with a welded gusset plate connection supporting a diagonal buckling-restrained brace. The gusset plate is bolted to the brace assembly within a casing and welded to the base plate and column flange. Fillet welds secure the connection components, with specific clearances maintained at the base plate and column interface. Reference notes direct the builder to additional details for the buckling-restrained brace and gusset layout procedure.
L gc APPROX COL 15 W.P. @ TOP OF BASE PLATE L gb APPROX 6 SEE W b BASE PLATE 90° 6 SEE W c 10 10 W c + 12 " MIN 6 SEE W c L wb L wc L wc e L bh L wp-h (BOT. ONLY) CASING 1" MIN W L SEE DETAILS 1 AND 2 FOR BRB & GUSSET LAYOUT PROCEDURE. A
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