This structural steel connection details a wide-flange beam framing into a column web using a single shear tab welded to the column and bolted to the beam web. Continuity plates are aligned with the beam flanges across the column web per the typical detail. The shear tab is welded to the column support with fillet welds sized according to the engineering schedule. Bolt sizing, spacing, and row quantities for the beam web connection are detailed per structural notes and schedules. Clearances between the beam ends and the column face are maintained as indicated.
SHEAR TAB SEE NOTE 2 SHOWN ON PLAN THUS: TOP OF STEEL B BEAM TO COLUMN WEB SCHED 6/S1.04 WELD + 1/16 TF2 TF2 TF1 TF1 SPECIFICATIONS "k1" PER AISC NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW TO MATCH 1ST ROW CONTINUITY PLATE SEE TYPICAL DETAIL PL TYP SEE NON-MOMENT BEAM CONN SCHED
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership