Structural · S-KG6V3

HSS Column and Wall Connection Details

Materials

Concrete Steel Masonry / CMU

Elements

Columns Walls Shear Walls Floors / Slabs Arches Anchors / Embeds Connections / Plates

Connections

Base Plate / Anchorage HSS Connection Welded Connection Embed Plate

About this detail

Steel beam-to-column connections, wall interfaces, and slab-on-grade conditions utilize hollow structural section columns and built-up box beams. Connections feature vertical plates extending from built-up box beams with one-quarter-inch fillet welds, five-sixteenth-inch cap plates, and half-inch partial joint penetration welds at the contractor's option. Column base plates measuring three-quarters of an inch by twelve inches by one foot eight inches are anchored with four three-quarter-inch diameter anchor rods with one-foot minimum embedment over one and one-half inches of non-shrink grout. Step supports tie into embed plates with six half-inch diameter studs having twelve-inch minimum embedment, explicitly left unconnected to sloping plates or concrete per drawing notes. Shear walls include reinforcing bars detailed as four each number four bars at four-inch centers each way.

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