An offset steel beam framing connection joins a carried structural steel beam to a supporting beam using a single-plate shear tab connection without slotted holes. The supporting beam receives a WT5x22.5 or WT7x26.5 section cut to fit as a vertical bearing or connection element. Fillet welds of one-quarter inch size are specified on two sides or three sides as indicated, with typical welding details applied at the structural junctions. Top of steel elevations vary as detailed per plan, with similar conditions occurring at built-up beams.
TOP OF BEAM ELEV VARIES SEE PLAN NO SLOTTED HOLES SHEAR TAB CONN SEE SCHED TOP OF STEEL WT5x22.5 OR WT7x26.5 CUT TO FIT BEAM SEE PLAN WT5x22.5 OR WT7x26.5 CUT TO FIT BEAM SEE PLAN BEAM SEE PLAN BEAM SEE PLAN 1/4 3 SIDES 1/4 TYP 1/4 1/4 2 SIDES 1/4 TYP CARRIED BEAM HIGHER A CARRIED BEAM LOWER B NO SLOTTED HOLES SIM AT BUILT-UP BEAM, WHERE OCCURS
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