A structural steel beam frames into a concrete tilt-up wall panel utilizing a half-inch by twenty-six-inch by thirty-eight-inch embed plate secured with twelve three-quarter-inch diameter by five-inch headed stud anchors. The steel deck bears directly atop the beam flange with three-sixteenth-inch fillet welds. A five-sixteenth-inch fillet weld connects the beam web to the plate assembly. Horizontal panel reinforcement consists of scheduled bars or a continuous number five reinforcing bar placed at the deck bearing. Bolt sizes, types, and counts are specified per the typical bolt schedule.
STEEL BEAM STEEL DECK CONC TILT-UP WALL PANEL SEE PLAN 1/2"x26"x38" EMBED PLATE w/ (12) 3/4" DIA x 5" HSA @ EA JST SCHEDULED HORIZ PANEL REINF OR (1) #5 x CONT. MIN. AT DECK BEARING FOR SIZE, TYPE AND NUMBER OF BOLTS, SEE TYPICAL BOLT SCHEDULE
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