Structural · S-RZ3XH

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 framing beams connect to a central supporting girder from both sides using shop-welded shear tabs bolted to the beam webs. When the beam depth difference exceeds one inch, a WT section matches the flange width of the beam and is welded to the underside with a quarter-inch fillet weld extending two feet out. When the depth difference is one inch or less, top and bottom flanges are connected directly with complete joint penetration welds, leaving a maximum one-inch clearance. Bolt size, spacing, and edge distances conform to AISC specifications. Backup plates are omitted from the drawing views for clarity.

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