A wide-flange beam frames into the flange of a wide-flange column using a welded shear tab connection. The plate is welded to the column flange and bolted to the beam web with a configuration governed by column schedules and drawing notes. Field welds secure the connection assembly per the indicated sizes.
SEE NOTE 5 PER SCHED M COLS PER NOTE N ROWS W1 W1 BOLTS AND PL PER SCHED, SEE NOTE
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