Structural · S-5NY3Z

Beam To Column Flange Moment Connection Details

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Moment Connection Beam-to-Column Welded Connection

About this detail

Top and bottom connection plates match the beam flange thickness with a one-half-inch minimum and match the steel grade of the beam. The beam web connects via a shear plate with five-sixteenth-inch typical welds and fasteners per the typical beam connection schedule. Complete joint penetration welds are specified for both top and bottom plates and flanges. Cantilever beams must match the size of the back span beam unless noted otherwise.

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