This connection details a structural steel beam framing into a column web with a welded shear tab and high-strength bolts. A shear tab is welded to the column web, sized and detailed per the non-moment beam connection schedule. Continuity plates are aligned with the beam flange levels across the column web, welded with specified fillet sizes. The beam web is bolted to the shear tab using rows of bolts matched to the connection schedule requirements.
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