Structural · S-FYDJV

Wall Offset From Steel Beam

Materials

Concrete Steel Masonry / CMU

Elements

Beams Walls Floors / Slabs Decks Bracing Connections / Plates

Connections

Bracing Connection

About this detail

A masonry wall terminates below a structural steel beam with an offset configuration utilizing a one-quarter-inch by fifteen-inch plate welded to the steel beam with three-sixteenth-inch fillet welds. An angle measuring four inches by three inches by five-sixteenths of an inch and one foot long, or a similar bent plate, connects to the plate at each end with three-sixteenth-inch fillet welds. A gap is maintained between the top of the wall and the underside of the concrete on steel deck construction, with a bond beam supporting the masonry wall. Contractors have the option to provide a continuous bent plate over the far edge of the wall similar to standard slab edge details.

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