This connection utilizes a WT5x15 tee section welded to the face of a hollow structural section column with a one-quarter inch fillet weld. The wide flange beam is secured to the stem of the tee using three three-quarter inch diameter A325N bolts. Bolt spacing is set at three inches typical, with two and one-half inch edge distances. If the connection occurs at the column end, the hollow structural section column must be capped with a three-eighths inch thick plate, secured with a one-quarter inch fillet weld all around.
3/8" THICK PL EQ EQ 1 1/4" TYP. 3" TYP. 2 1/2" WORK POINT HSS COLUMN RE: PLAN WT5X15 (3) - 3/4" Ø A325N BOLTS WIDE FLANGE BEAM RE: PLAN 1/4 NOTES: • IF CONNECTION OCCURS AT COLUMN END, COLUMN SHALL BE CAPPED WITH 3/8'' CAP PLATE WITH 1/4'' FILLET WELD ALL AROUND.
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