Structural · S-WCVEF

Outrigger Beam and Kicker Brace Connection at Slab Edge

Materials

Concrete Steel Metal (misc.)

Elements

Beams Roofs Floors / Slabs Decks Bracing

Connections

Bracing Connection Welded Connection Shear Stud / Composite Deck Attachment

About this detail

An edge angle L3x3x1/4 supports the outrigger at each beam and at ten feet on center maximum, tying into the wide-flange beam per plan. A kicker angle L4x4x1/4 spans to the top flange of the adjacent beam at ten feet on center maximum, aligning with the slab edge kicker and omitted where a perpendicular beam occurs. A 3/8-inch by 6-inch by 1-foot 3-inch plate with two 3/4-inch diameter by 4 1/2-inch anchors at 12 inches on center embeds in the concrete on metal deck. A 1/4-inch by 4-inch by 0-foot 4-inch plate connects at the diagonal brace typical, with three-sixteenths inch fillet welds specified throughout the assembly. Metal deck at the roof is similar, though welded bars and bent plates are omitted at the roof where no concrete occurs.

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