Structural · S-63G2W

Beam to Rigid Frame Column Web Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Moment Connection Shear Tab / Single Plate Beam-to-Beam Bolted Connection Expansion / Slip Connection

About this detail

These structural steel details illustrate beam-to-rigid-frame column web connections and beam-to-beam connections utilizing shear tabs. The beam framing into the frame column features continuity plates, a one-half-inch plate, and a shear tab extending to the bottom-most continuity plate with no slotted holes. Additional continuity plates are required when the dimension exceeds four and one-half inches, and a second row of bolts is added where applicable. Beam-to-beam connections show both one-sided and two-sided configurations, where horizontal spacing under twelve inches between opposite-side beams constitutes a two-sided connection. Edge distances, bolt spacings, and "K" dimensions comply with AISC manual specifications.

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