Structural · S-G2T8R

Typical Deck Edge at Exterior Cladding or Railing

Materials

Elements

Columns Beams Facades / Cladding Railings / Guards Floors / Slabs Decks Trusses Anchors / Embeds Connections / Plates Reinforcing

Connections

Gusset Plate Welded Connection Bolted Connection Shear Stud / Composite Rebar Splice / Development Deck Attachment

About this detail

A concrete-on-metal-deck floor assembly is supported by steel beams with a maximum twelve-foot spacing and a minimum W12 size, featuring a three-foot maximum deck overhang. A WT8x15.5 section aligns with the beam connection using three minimum bolts for typical connection type C1, welded to the top flange with three-sixteenth-inch fillet welds. Shear studs are specified at one per foot minimum, accompanied by continuous number four edge closure reinforcing bars at six-inch spacing per the deck supplier. A gusset plate is anchored to the top of concrete on steel deck with number four reinforcing bars on each side, extended the development length past the gusset each end and hooked at column conditions. A one-half-inch bent plate is provided at railing attachments with reduced dowel and slab edge reinforcing spacing to six inches, while cladding attachments to the closure or WT section are strictly prohibited.

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