An HSS beam and diagonal brace frame into a hollow structural section column using a five-sixteenths-inch gusset plate welded with quarter-inch fillets. The brace aligns at a thirty-degree typical angle with specified edge clearances of one inch and two inches minimum. A separate beam-to-column connection is referenced to sheet E/S5.03.
1/4 1/4 HSS BEAM PER PLAN BRACE PER PLAN COL PER PLAN TYP 30° MIN 2" 1" TYP 8" GUSSET PL 5/16 1/4 1/4 TYP CL BEAM CL COL CL BRACE BEAM TO COL CONN PER E/S5.03
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