A continuous wide-flange beam bears atop a hollow structural section column with a one-inch clearance space and a quarter-inch shim space. Two L8x4x1/2 angles are bolted to each side of the hollow structural section column with two three-quarter-inch diameter A325 bolts positioned at the bottom of vertical short slot holes. Three-eighths-inch stiffener plates are welded to both sides of the beam web with three-sixteenths-inch fillet welds on three sides.
L8x4x1/2 AT EACH SIDE 3/8" STIFF PL BOTH SIDES HSS COL SEE PLAN L8x4x1/2(LLV) TYP EA SIDE OF HSS W/(2) 1-1/2" VERT SHORT SLOT HOLES (2) 3/4"Ø A325 BOLTS AT BOTT OF VERT SLOT HOLES, TYP BEAM - SEE PLAN A B A B BEAM SEE PLAN 3/16 3 SIDES SEE PLAN 1" CLR SPACE 1/4" SHIM 5/16 TYP TYP 1/2" MIN 1 1/2" 1 1/2" 2" 1 1/2" 1 1/2"
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