Structural · S-4JJ7P

Wide-Flange Beam to Column Web Connection

Materials

Steel

Elements

Columns Connections / Plates

Connections

Moment Connection Shear Tab / Single Plate Welded Connection Bolted Connection

About this detail

A wide-flange beam connects to a wide-flange column web using a single shear plate bolted with one-inch diameter bolts. A half-inch thick cap plate is provided at the top of the column where required, with plate thickness matching the shear tab thickness at a one-half inch minimum. The top and bottom plates are omitted if they conflict with continuity plates at moment connections and at the top of the column. A maximum zero-foot, one-half-inch clearance is maintained at the connection interface. Bolts, plates, and welds follow project standards unless otherwise noted.

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