A wide-flange steel beam frames into a hollow structural section column using a welded plate connection. The connection utilizes a 1/2-inch by 8-inch by 10-inch plate secured with typical 5/16-inch fillet welds. A concrete slab pours over a corrugated metal deck, bearing adjacent to the column line. Beam sizes, slab thicknesses, and deck gauges are sized per structural plans and schedules.
PLATE 1/2" x 8" x 10" HSS COLUMN - SEE PLAN W BEAM - SEE PLAN CONCRETE SLAB OVER METAL DECK - SEE NOTES FOR SLAB THICKNESS AND DECK SIZE AND GAUGE BEAM CONNECTION - SEE TYP. SCHEDULE W BEAM - SEE PLAN 5/16 TYP. 5/16 TYP.
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