A hollow structural section top chord connects to truss web members using a half-inch by twelve-inch by two-foot-six-inch gusset plate. The web members consist of angles sized per the typical truss plan and are welded to the gusset plate with five-sixteenth-inch fillet welds featuring two-inch returns. The working point aligns at the center of the connection assembly, maintaining a maximum half-inch clearance where specified.
2" HSS PER TYP TRUSS PLAN PL 1/2 x 12 x 2'-6" WP ANGLE PER TYP TRUSS PLAN ANGLE PER TYP TRUSS PLAN 5/16 2" RETURNS 5/16 TYP 1 1/2" 1/2" MAX
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