Structural · S-YJVYG

Uncopoped Steel Beam to Girder Shear Tab Connection

Materials

Steel

Elements

Beams Connections / Plates

Connections

Welded Connection Bolted Connection

About this detail

An uncoped W8, W10, or W12 steel beam frames into a steel girder web using a full-depth connection plate welded on three sides with weld sizes per the typical bolted shear plate schedule. The connection features a half-inch thick stiffener plate welded to the girder web, opposite the shear tab. The beam web bolts to the full-depth shear plate with bolt counts, diameters, and plate thicknesses sized per schedule. A maximum three-inch clearance is maintained between the beam end and the girder flange, with a three-quarter-inch maximum width gap.

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