Structural · A-575AA

Steel Beam to Column Shear Tab Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Shear Tab / Single Plate Gusset Plate Welded Connection

About this detail

This structural connection detail features a member framing into a girder supported by a column as sized per plan. A three-eighths-inch thick gusset plate connects above the girder with five-sixteenths-inch welds. A twelve-and-three-quarters-inch by three-and-seven-eighths-inch shear tab with a minimum thickness of five-eighths-inch is welded to the web. One-half-inch thick stiffener plates are welded on near and far sides with quarter-inch fillet welds. Additional complete joint penetration welds and material transitions are specified for seismic force-resisting system requirements.

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