A structural steel moment connection is detailed with top and bottom flange plates welded to the connected members. Fillet welds of one-quarter inch size are specified typically for the seismic force-resisting system at the top and bottom. Additional connection requirements specify end conditions per sheet reference 2/3.S-510 with five-sixteenth inch welds. The assembly ties into structural grid line X and column line 11.
X 11 1/4 1/4 SFRS, T&B, TYP 1/4 1/4 SFRS, TYP END PER 2/3.S-510, "w"=5/16", SFRS, TYP
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