This connection features two hollow structural section braces joined to a wide flange column via a one-inch thick gusset plate. Each brace is secured to the gusset plate using six 3/4-inch diameter A325N bolts. The gusset plate is welded to the column flange with 1/4-inch fillet welds, with specific weld lengths noted as 6 inches, 8 inches, 20 inches, and 40 inches. A horizontal beam connection is also present, referencing detail 7/S-43004 for the specific angle size and end beam configuration. A minimum 1/2-inch clearance is maintained between the brace ends and the gusset plate edge.
TYP 0'-2" TYP 0'-2" TYP 0'-3". 1/4 40 1/4 40 WF COLUMN RE: ELEVATIONS WORK POINT 20 1/4 20 1/4 8 1/4 8 1/4 TYP 1" (6) 3/4" Ø A325N BOLTS 1" 1" THICK PL HSS BRACE, RE: ELEVATIONS FOR END BEAM CONNECTION RE: HSS BEAM RE: ELEVATIONS TYP 1" MIN 1/2". 6 1/4 6 1/4 TYP 1/2" 7/S-43004 AT SIM LOCATIONS CHECK THE ANGLE SIZE IN 7/S-43004
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