An HSS10.75 structural steel girt connects to a wide flange beam using a half-inch thick end plate welded to the girt end. Two L4x4x1/2 angle clips, measuring zero feet ten inches long, attach the girt assembly to the wide flange beam flange using two seven-eighths inch diameter A325 bolts. Fillet welds secure the connection plate to the girt at the top and bottom with specified sizes and spacing.
1/2" PL 1/2x12x1'-0" 3/16 8 TOP & BOT L4x4x1/2x0'-10" W/ (2) 7/8" ⌀ A325 BOLTS 3/18 8 TOP & BOT WF BEAM - SEE PLAN 6" T/STEEL SEE PLAN HSS10.75 GIRT - SEE PLAN 1/4
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