Structural · S-5EH7J

Beam-To-Column Flange Moment Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Moment Connection Shear Tab / Single Plate Beam-to-Column Bolted Connection

About this detail

A wide-flange beam frames into a wide-flange column using a rigid moment connection configuration. The beam flanges are welded directly to the column flanges with complete joint penetration welds at the top and bottom. Horizontal continuity plates are installed inside the column web aligned with the beam flanges, sized to match the cantilever beam flange thickness on both sides. A shear tab is welded to the column web and bolted to the beam web to transfer vertical shear forces.

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