Structural · S-9J5EJ

Moment Connection Details for Non-Frames

Materials

Steel

Elements

Columns Beams Connections / Plates Roof / Floor Openings

Connections

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

About this detail

These structural steel moment connection details illustrate beam-to-column web connections, beam-to-column flange connections for differing beam depths, and one-sided beam-to-beam connections. Shear tabs are sized to the beam web thickness plus one-quarter inch unless noted otherwise, with fillet weld sizes determined by the shear tab thickness divided by two. Continuity plates and three-eighths-inch full-height stiffener plates match the beam flange width, with weld backup plates omitted for clarity. Bolted connections use standard holes with number and size of bolts specified per plan and schedules, including provisions for a second row of bolts as required.

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