A structural steel beam frames into a girder web using a single plate shear tab connected with bolts sized and spaced per engineering notes and AISC specifications. The top and bottom flanges of the beam feature a one-inch maximum clearance cut with complete joint penetration welds at the flanges as indicated. Bolt spacing and edge distances follow standard AISC guidelines for typical steel framing connections.
TO STEEL NO & SIZE OF BOLTS (SEE NOTE 3) FOR BOLT SPACING AND EDGE DISTANCE SEE AISC SPECIFICATIONS, TYP SHEAR TAB (SEE NOTE 3) GIRDER (SEE PLAN) SEE NOTE 3 1" MAX . CP T&B FLANGES, TYP SEE NOTE 3 TYP M
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