Structural · S-8WFD9

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 framing conditions illustrate beam-to-beam connections framing into a supporting girder web from both sides. One condition addresses beams with a depth difference greater than one inch, utilizing a WT section welded to the bottom flange to match flange widths. The second condition addresses beams with a depth difference of one inch or less, featuring standard single plate shear tabs and bolted webs. Complete penetration welds connect the top and bottom flanges, and weld backup plates are omitted for clarity. Bolt size, spacing, and edge distances conform to AISC specifications.

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