Structural · S-SHJQB

Steel Beam Framing at Concrete Tilt-Up Wall and Column

Materials

Concrete Steel Metal (misc.)Composite

Elements

Columns Beams Walls Floors / Slabs Decks Connections / Plates

Connections

Shear Stud / Composite

About this detail

A steel framing connection occurs at an existing concrete tilt-up wall and a steel column supporting a concrete over metal floor deck. Steel beams frame into the steel column using bolted shear tabs, with complete joint penetration (C.J.P.) welds typically specified at connections. Continuity plates matching the thickness of the beam flanges are welded to the steel column web and flanges. A two-inch clear gap is maintained between the edge of the concrete floor slab and the existing concrete tilt-up wall. Shear stud anchors (HSA) are installed through the metal deck into the beams per structural plans and composite beam notes for size, quantity, and spacing.

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