Structural · S-6HYDX

Typical Beam to Column Shear Tab Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Beam-to-Column Welded Connection Bolted Connection

About this detail

A steel beam frames into the flange of a steel column using a bolted single-plate shear connection. The shear plate is welded to the column flange with specified weld sizes and hold-backs, and bolted to the beam web with sizing determined per the schedule. Where the column terminates at this level, a three-quarter-inch minimum cap plate is provided at the top and secured with a five-sixteenth-inch fillet weld. Detailed notes govern edge distances, bolt spacings, and clearance from the American Institute of Steel Construction 'k' region.

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