Double angle web members frame into a half-inch thick gusset plate centered on the work point of the truss joint. Full-height three-eighth-inch stiffener plates are welded to both sides of the top chord member. Five-sixteenth-inch fillet welds secure the gusset plate and stiffeners typical. The double angles are attached with one-quarter-inch fillet welds on three sides typical.
W.P. 5/16 TYP. FULL HT. STIFF PL. 3/8 BOTH SIDES, TYP. GUSSET PL. 1/2 1/4 3 SIDES TYP. DOUBLE ANGLE PER ELEV. TOP CHORD PER TRUSS ELEVATION 1/4 6 TYP. TYP 1" DOUBLE ANGLE PER ELEV. TYP 1/2" 1"
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