Structural · S-XW8S8

Steel Joist at Tilt-Up Panel Joint

Materials

Steel

Elements

Beams Connections / Plates Reinforcing

Connections

Shear Stud / Composite Rebar Splice / Development Embed Plate

About this detail

A steel joist bears on a steel ledger at a tilt-up concrete wall panel joint. The assembly features a steel ledger sized per plan or schedule, anchored with four three-quarter-inch by six-inch Nelson studs at the end of each ledger and two five-eighth-inch by ten-inch Nelson studs. A bearing angle, specified as an L4x4x3/4 by one-foot angle at K joists or an L6x4x7/8 by one-foot long-span open-web joist bearing angle at LH joists, supports the joist. Where the joist bearing angle would bear partially on a ledger splice plate, the splice plate extends four inches minimum beyond the bearing angle. A ledger splice plate is provided per typical splice plate detail, and the contractor has the option to notch the top flange of the channel four inches maximum at each side of the joist. Panel reinforcing is omitted for clarity, and panel legs are returned.

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