Structural · S-QFC4F

Cantilevered Beam Connection at Column

Materials

Concrete Metal (misc.)

Elements

Columns Beams Roofs Decks Connections / Plates

Connections

Welded Connection Bolted Connection

About this detail

A cantilevered steel beam frames into a steel column. The steel beam connects to the column flange using a web plate sized at one-half the beam web thickness plus one-eighth inch with fifty ksi yield strength, secured with three seven-eighths inch diameter erection bolts and five-sixteenths inch fillet welds with one-inch returns. Complete joint penetration welds are specified at the top and bottom flanges to the column flange. Stiffener plates sized greater than the beam flange thickness plus one-eighth inch with fifty ksi yield strength are provided at the column web. Concrete over metal floor deck bears on one side, and metal roof deck is shown where applicable.

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