This structural steel connection details a wide-flange beam framing into a wide-flange column web using top and bottom plates alongside a welded shear plate. The top plate measures five-eighths by four and a half inches, and the bottom plate measures three-eighths by seven and a half inches, both welded with quarter-inch fillet welds typically applied on three sides. A three-eighths-inch thick shear plate connects the beam web, secured with field erection bolts as required and detailed with eight-inch dimensions. Fillet welds of quarter-inch size are indicated typically along the plate connections, with notes directing the user to reference the structural plan for beam slopes and omitting perpendicular framing for clarity.
1/4 1/4 (3) SIDES TYP. SCHEDULE 1 1/2" 9" AT COLUMN WEB A A NOTES: 1. PERPENDICULAR FRAMING NOT SHOWN FOR CLARITY. 2. BEAM SLOPE NOT SHOWN REF. PLAN. 3/4" TYP. 3 1/2" TYP. ERECTION BOLTS AS REQ'D. 1/4 8 1/4 8 EACH SIDES TYP. 1/4 TYP. TOP PL 5/8x4.5 TYP. PL 3/8 SHEAR PLATE TYP. BOTTOM PL 3/8x7.5 TYP. WF COLUMN REF. PLAN
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