This connection utilizes a one-half inch thick gusset plate welded to a wide flange column to support an HSS brace. The brace is secured to the gusset plate using four three-quarter inch diameter A325N bolts. The gusset plate is attached to the column with one-quarter inch fillet welds at eighteen inches on center. The HSS brace is welded to the gusset plate with three-sixteenths inch fillet welds, with a one-half inch minimum clearance provided at the connection interface. A horizontal HSS beam is also shown framing into the column, with connection details referenced to sheet 5/S-43004.
1/4 18 1/4 18 WF COLUMN RE: ELEVATIONS (4) 3/4" Ø A325N BOLTS WORK POINT 13 3/16 13 3/16 1" FOR CONNECTION RE: HSS BEAM RE: ELEVATIONS TYP 1/2" 1" TYP 1/2" 3" 2" 2" 3" 6 3/16 6 3/16 MIN 1/2" 5/S-43004 Amazon Confidential RFXREQ-RFQ-d6c15b68
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