Structural · S-9HVJ2

Bolted Beam to Column Connection with Shear Tab

Elements

Connections

About this detail

A wide-flange beam frames into a wide-flange column using a connecting plate fastened with slip-critical bolts spaced at twelve inches on center vertically. The beam flanges are welded to the column with complete joint penetration welds, with the top and bottom plate thicknesses matching the beam flange. Continuity plates aligned with the beam flanges are welded inside the column web, complete with clipped corners matching the typical continuity plate detail. Edge distances and spacing dimensions govern the bolt pattern on the shear tab relative to the column face and beam web.

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