Structural · S-FDWF9

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

Steel beam-to-column web connections and beam-to-beam framing conditions for structural steel framing comprise a shear tab welded to the frame column web or supporting beam, with bolted connections sized per the structural schedule and AISC specifications. Continuity plates are provided at column webs aligned with beam flanges, incorporating additional plates when vertical dimensions exceed four and one-half inches. Shear tabs extend to the bottom-most continuity plate without slotted holes, and specific configurations are detailed for shallow beams ranging from W8 to W14 versus deeper beams starting from W16. Two-sided and one-sided beam-to-beam connection variants are also outlined based on horizontal spacing requirements.

Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.

Start membership

Similar details