Structural · S-YK3CE

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 the web of a wide flange column using a shear plate and one-inch diameter bolts spaced at one and three-quarter inches. A half-inch thick cap plate is provided at the top and bottom of the column where it occurs, matching the shear tab thickness with a half-inch minimum. The cap plate is omitted if it conflicts with continuity plates at moment connections or at the top of the column. A zero-point-five-inch maximum clearance is maintained between the framing members. Bolts, plates, and welds follow standard notes unless otherwise noted.

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