Structural · S-Q3RFT

Steel Joist Bearing at Concrete Tilt-Up Wall Panel Joint

Materials

Concrete Steel

Elements

Beams Walls Anchors / Embeds Connections / Plates

Connections

Welded Connection Bolted Connection Embed Plate Expansion / Slip Connection

About this detail

A steel joist bears within five inches of a concrete tilt-up wall panel joint. The assembly anchors to the concrete tilt-up wall panels using a one-half-inch by twelve-inch by one-foot-four-inch embed plate equipped with six three-quarter-inch diameter by five-inch heavy stud anchors, or four-inch anchors for six-inch thick panels. A pair of five-inch by five-inch by three-eighths-inch joist bearing angles, ten inches long, are positioned on each side of the panel joint with two one-half-inch stiffener plates. The steel joist connects via a three-eighths-inch by four-inch plate secured with one three-quarter-inch diameter ASTM A325 bolt placed in a long slotted hole parallel to the tilt-up panel, located on the side of the plate farthest from the joist. Fillet welds of one-quarter-inch and five-inch sizes are specified at the bearing angles and embed plates, with the weld side located closest to the joist.

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

Similar details