An existing eighteen-inch open web steel joist frames adjacent to an existing hollow structural section column measuring five by five inches by three-sixteenths of an inch thick. The column sits atop a plate connection secured to an existing wide flange beam designated as a W sixteen by twenty-six. A three-eighths-inch thick plate is bolted to the assembly using three seven-eighths-inch diameter A three hundred twenty-five bolts.
2 14 (E) W16x26 (E) 3/8" THICK PL w/ (3) 7/8"Ø A325 BOLTS (E) 18" O.W.S.J. (E) HSS5x5x3/16 SECTION A-A
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