A wide-flange joist is supported by a hollow structural section column sized per plan. A one-half-inch cap plate is welded to the top of the column with a five-sixteenth-inch fillet weld. The joist connects to the column face using a bolted connection per plan and sheet 20/S5.51.
WF JOIST PER PLAN CONN PER 20/S5.51 HSS COLUMN PER PLAN PER 20/S5.51 CAP PL 1/2" 5/16
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