The steel framing connection utilizes a pair of five-eighths inch thick stiffener plates welded to the column web and flanges with five-sixteenths inch fillet welds. Beams frame into both sides of the column and are secured with two seven-eighths inch diameter A325-N bolts per side. Dimensions indicate edge distances and clearances, with top of steel set per plan.
2" 3" T.O.S. SEE PLAN 6" ⅊ 5/8, TYP. (2) 7/8" ⌀ A325-N BOLT, TYP. TYP. 5/16 L 5/16 TYP. 1"
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