This connection details a steel joist bearing across a panel joint between two concrete tilt-up panels. The joist bears on an L5x5x3/8 angle measuring eight inches long with two typical half-inch stiffener plates. This angle is welded to a half-inch by twelve-inch by one-foot-four-inch steel plate embedded in the concrete via four three-quarter-inch diameter by five-inch heavy stud anchors. A four-inch by three-eighths-inch plate connects across the joint utilizing one three-quarter-inch diameter A325 bolt placed in a long slotted hole parallel to the tilt-up panel to accommodate differential movement.
PANEL JOINT JST BRG: L5x5x3/8 x 0'-8" W/ (2) 1/2" STIFF PLS, TYP STL JST PL 1/2"x12"x1'-4" W/ (4) 3/4" Ø x 5" HSA, TYP PL 4"x3/8"xREQ'D (1) 3/4"Ø A325 BOLT IN LONG SLOTTED HOLE PARALLEL TO THE TILT-UP PANEL 6 1/2" 4" TYP 5/16 1/4 TYP 1/4 3 3 TYP 1/4 CONC TILT-UP PANEL SEE SCHED AND ELS CONC TILT-UP PANEL SEE SCHED AND ELS TYP 1 1/2"
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