A structural splice connection joins a shallower chord and a deeper chord using outside flange plates positioned on the top and bottom flanges, secured with two bolts per row at each flange. A web plate is centered between the nearest inside faces of the flanges, featuring bolt rows spaced per the schedule with typical 4-inch on-center vertical spacing and 3-inch horizontal spacing.
TYPE A ELEVATION CL SPLICE OUTSIDE FLG PL CL SHALLOWER CHORD WEB PL, CENTER BWTN NEAREST INSIDE FACE OF FLG NOTE 3 OUTSIDE FLG PL CL SPLICE (2) BOLTS PER ROW AT EA FLG 2" TYP TYP 3" SPCG 2" TYP NUMBER ROWS AT WEB PER SCHED NUMBER ROWS AT WEB PER SCHED TYP 4" OC TYP 2" 3 1/2" TYP 3" SPCG 2" 9" 9" CL DEEPER CHORD SEE EL TOS CHORD TYPE A ELEVATION CL SPLICE OUTSIDE FLG PL CL SHALLOWER CHORD WEB PL, CENTER BWTN NEAREST INSIDE FACE OF FLG NOTE 3 OUTSIDE FLG PL CL SPLICE (2) BOLTS PER ROW AT EA FLG 2" TYP TYP 3" SPCG 2" TYP NUMBER ROWS AT WEB PER SCHED NUMBER ROWS AT WEB PER SCHED TYP 4" OC TYP 2" 3 1/2" TYP 3" SPCG 2" 9" 9" CL DEEPER CHORD SEE EL TOS CHORD
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