Structural · S-NMBVR

Skewed Beam To Beam Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

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

About this detail

This structural drawing sheet details various steel framing connections including skewed beams to columns and beams, as well as beam-to-rigid-frame column web connections. Skewed connections accommodate framing angles between thirty and sixty degrees with specific clearance dimensions and continuity plates welded on three sides. Beam-to-column web connections utilize shear tabs sized per schedule with specified edge distances and bolt spacings per American Institute of Steel Construction specifications, alongside three-quarter-inch top and bottom plates for larger beams or one-half-inch plates for W10 and smaller beams. Beam-to-rigid-frame column web connections for W8 through W14 and W16 and deeper beams incorporate continuity plates, extended shear tabs reaching the bottom-most continuity plate without slotted holes, and additional bolts as required.

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