A hollow structural section column sized per plan bears onto a one-inch thick transition plate resting above a wide flange column sized per plan. Both the upper and lower column ends feature mill square cuts. The connection utilizes weld symbol A to secure the members at the plate interface. The supporting wide flange column size is verified against the column schedule.
A HSS SEE PLAN 1" THK PLATE A COLUMN SEE PLAN SEE COL SCHEDULE MILL SQUARE CUT COLUMN END MILL SQUARE CUT COLUMN END 6B S-702 6A ELEVATION
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