A built-up structural steel connection centered around a hollow structural section post, with the connected timber omitted for clarity. A base plate measuring three-quarters by eighteen inches by one foot six inches is secured using fifty-six structural wood screws measuring one-quarter by six inches, featuring a knife plate per elevation. Stiffener plates are welded to the HSS post with quarter-inch fillet welds. Bearing plates are welded to the inside and outside edges of the stiffener plates and beam plates at all four corners with quarter-inch fillet welds. Beam plates are welded to the stiffener plates at all four corners with quarter-inch fillet welds.
KNIFE PLATE PER ELEV 1'-6" 1'-6" BASE PL3/4x18x1'-6" W/ (56) SDS1/4x6" PLAN A KNIFE PLATE PER ELEV BASE PL3/4x18x1'-6" W/ (56) SDS1/4x6" PLAN B 5/16 PL TO PL TYP TYP 1" TYP 2" GRID 4" HSS POST PER PLAN W/ BUILT UP CONN, TIMBER NOT SHOWN FOR CLARITY STIFF PL TO HSS 1/4 4" BEARING PL TO INSIDE EDGE OF STIFF PL & BEAM PL, TYP AT (4) CORNERS 1/4 BEARING PL TO OUTSIDE EDGE OF BEAM PL, TYP 1/4 BEAM PL TO STIFF PL, TYP AT (4) CORNERS SECTION - A > F < 2E < ++. ' c + + + + + > F
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