Structural · S-DJJFR

Beam to Beam Connection Two Sided Connection

Materials

Steel

Elements

Beams Connections / Plates

Connections

Shear Tab / Single Plate Beam-to-Beam Welded Connection Bolted Connection

About this detail

Two secondary steel framing beams connect to a central supporting steel girder from opposite sides using welded shear tabs and bolted webs. A structural tee matching the beam flange width is welded beneath the framing with a quarter-inch fillet weld when the beam depth difference exceeds one inch, extending two feet from the support. When the beam depth difference is one inch or less, standard shear tabs and typical complete joint penetration welds connect the top and bottom flanges. Bolt quantity, size, spacing, and edge distance adhere to AISC specifications.

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