This assembly connects a wide-flange beam to a tilt-up concrete panel at a joint condition where the beam is closer than ten inches to the panel joint. A three-quarter-inch thick by twenty-two-inch by twenty-eight-inch steel plate is welded to the embed with a five-sixteenths-inch fillet weld. The beam connects to this plate per the beam connection schedule on sheet S002. Six seven-eighths-inch diameter threaded studs are installed in two-inch horizontally slotted holes within the embed, positioned at the center of the embed and on the opposite side of the panel joint from the joist to allow for movement.
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