Structural · S-EHWXK

Moment Connection Details (For Non-Frames)

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

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

About this detail

A steel beam-to-column web connection features beams of different depths framing into opposite sides of a column. Continuity plates are provided at the top and bottom flanges, welded to the column web with specified weld sizes TF1 and TF2. A shear tab connects the beam web to the column, sized equal to the beam web thickness plus one-quarter inch. Bolting requirements, edge distances, and bolt spacings comply with AISC specifications, including a typical three-inch minimum spacing and a two-inch typical dimension. A note dictates that if the dimension is less than three inches, the continuity plate is omitted on that side.

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