A structural steel truss assembly features the connection between the top chord, bottom chord, vertical web member, and diagonal web member. Complete joint penetration welds are specified typically throughout the connection assembly. Sizing for the top chord, bottom chord, vertical member, and web member is determined per the structural elevations. A cross-sectional view designated as Section A-A provides additional profiling of the structural members and weld configurations.
SECTION AA A A CJP TYP 2" TYP TOP CHORD PER ELEVATION BOT CHORD PER ELEVATION VERT PER EVEVATION WEB PER ELEVATION
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