Structural · S-EJHP3

Cantilevered Beam Connection at Column

Materials

Concrete Steel Metal (misc.)

Elements

Columns Beams Roofs Decks Connections / Plates

Connections

Moment Connection Welded Connection Bolted Connection Deck Attachment

About this detail

A steel beam frames into a steel column with a fully restrained moment connection at the flanges and a bolted shear tab at the web. The beam flanges are connected to the column flange using complete joint penetration welds with top and bottom CJP welds, complemented by weld access holes and column stiffener plates sized as the greater beam flange thickness plus one-eighth inch in fifty ksi steel. The web connection consists of a shear plate welded to the column and bolted to the beam web using three seven-eighths inch diameter erection bolts, with plate thickness equal to the beam web thickness plus one-eighth inch. Concrete over metal floor deck and metal roof deck bear against the column assembly at the top of floor or roof level. Fillet welds of five-sixteenths inch with one-inch returns secure the components where specified.

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