Structural · S-9ETYT

Beam to Rigid Frame Column

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

Steel framing connections include beam-to-rigid frame column web connections and beam-to-beam connections for various member sizes. For smaller W8, W10, W12, and W14 beams, shear tabs extend to the bottom-most continuity plate with specific bolt additions and a one-half-inch plate. W16 and deeper beams require extended shear tabs, designated continuity plates, and a second row of bolts where applicable. Beam-to-beam connections account for one-sided and two-sided configurations based on a horizontal spacing of less than twelve inches. All shear tabs, edge distances, and bolt spacings are sized per schedule and AISC specifications, with specific notes regarding fillet welds and clearance.

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