This connection utilizes a shear tab welded to the supporting member to receive the supported beam. The shear tab is bolted to the web of the supported member with a typical bolt spacing of 3 inches and an edge distance of 1 1/2 inches. The shear tab is welded to the supporting member with a fillet weld sized 'A'. Where noted on the plan, a full-depth shear tab is required, which includes additional fillet welds at the top and bottom flanges of the supported member.
Members view this detail in full resolution, download the CAD files (SVG, PDF), and open any detail in the built-in CAD editor to edit and export DXF or DWG.
Sign in to subscribe