This assembly connects hollow structural section braces to a horizontal beam using a half-inch thick gusset plate. Each brace is secured to the gusset plate with six three-quarter-inch diameter A325N bolts. The gusset plate is welded to the beam and column assembly with three-sixteenth-inch fillet welds, with specific weld lengths noted as 6, 19, and 36 inches. A minimum clearance of one-half inch is maintained between the brace and the gusset plate edge. The beam flange is shown cut for clarity, and additional connection details are referenced on sheet 5/S-43004.
Text on the drawing
TYP 0'-2" TYP 0'-2" TYP 0'-3" TYP 0'-3". 3/16 36 3/16 36 (6) 3/4" Ø A325N BOLTS WORK POINT 19 3/16 19 3/16 6 3/16 6 3/16 (6) 3/4" Ø A325N BOLTS 6 3/16 6 3/16 HSS BRACE, RE: ELEVATIONS FOR CONNECTION RE: MIN 1/2". HSS BEAM RE: ELEVATIONS FLANGE WAS CUT FOR CLARITY 1" 1" TYP 5/S-43004
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