Structural · S-XT2X5

Two-Sided Beam to Girder Shear Plate Connection

Materials

Steel

Elements

Columns Beams Connections / Plates

Connections

Bolted Connection

About this detail

A two-sided steel beam to girder connection utilizes welded tab plates bolted to the webs of opposing framing members. The centerline of the beams on opposite sides of the girder must align within a maximum tolerance of one-half inch. A maximum three-inch clearance is maintained between the intersecting beam webs. The tab plate dimensions and welding requirements are specified per standard drawing references, with full-height tab plates required for beams that are W24 or deeper, or that support a column.

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