This connection details a structural steel beam framing into a column web with top flange plates and bolted shear tabs. The beam top flange receives a top flange plate sized according to the larger of dimensions TF1 or TF2, welded with a fillet weld typical to the flange. Continuity plates are provided at the column web matching typical details. The beam web connects to the column via a bolted shear tab, with bolt sizes and counts in the first and second rows specified per schedule and plan.
TOP OF STEEL SHOWN ON PLAN THUS: CONTINUITY PLATES SEE TYP DETAIL, USE LARGER OF TF1 OR TF2 DETAILS, TYP TYP M SEE SCHED +1/16 TF1 TF2 NUMBER AND SIZE OF BOLTS IN 1ST ROW SEE NOTE 2 NUMBER OF ADDITIONAL BOLTS IN 2ND ROW SEE PLAN SHOWN ON PLAN THUS: BEAM TO COLUMN WEB TOP FLANGE CONN C
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