A hollow structural section beam frames into a hollow structural section column sized per plan. The beam is supported by an angle seated below the bottom flange and welded to the column face, with a maximum half-inch clearance specified. A one-quarter-inch fillet weld secures the beam top flange and web to the connection plates, while a five-sixteenth-inch fillet weld is used typically for the structural steel components. The top connection plate features a half-inch maximum dimension callout with typical welding details indicated.
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