Structural · S-8XJNV

Wide Flange Beam to Strong Way Column Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

HSS Connection Welded Connection Bolted Connection

About this detail

A bolted beam-to-column connection frames a wide-flange beam into the strong axis of a new or existing wide-flange or hollow structural section column. The connection uses three-quarter-inch thick typical stiffener plates welded to the column flange with specified fillet welds. A bolted shear tab or connection plate, sized per the bolted beam connection schedule, connects the beam web with a designated number of bolts. Dimensional tolerances and placement requirements include minimum clearances from the column k-distance and maximum spacing limits relative to the column flange width.

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