A W16x36 steel roof beam bears against a concrete tilt-up panel via a WT6x13 embed tee that is two feet long and anchored with five number five weldable rebar on alternate sides. The beam connects to the tee through a double angle connection of two L4x3x5/16 angles on each side of the beam web, secured with three three-quarter-inch diameter A325 bolts. A one-quarter-inch fillet weld attaches the angles to the beam web. A half-inch by seven-inch by four-inch long steel bearing plate with two number six by forty-eight-inch long weldable rebar supports the base of the embedded tee, welded with a five-sixteenth-inch fillet weld.
CONCRETE TILT PANEL TYP 3" 30" MIN 5/16 2" 3 1/2" 1 1/2" 1/2"x7"x4" LONG STEEL BEARING PLATE w/(2)#6x48" LONG WELDABLE REBAR WT6x13 x 2'-0" LONG w/(5)#5 WELDABLE REBAR - ALTERNATE SIDE 2" TYP W16x36 STEEL ROOF DECK PER PLAN TYP. 1/4 (2) L4x3x5/16 EACH SIDE OF BEAM WEB (LONG LEG ON BEAM WEB) (3) 3/4" DIA. A325 BOLTS
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