Structural · S-XH856

Beam to Column Shear Tab Bolted Connection

Materials

Steel

Elements

Beams Connections / Plates

Connections

Shear Tab / Single Plate Bolted Connection

About this detail

A steel beam frames into the web of a wide-flange steel column using a bolted single-plate shear connection. The beam flange is coped as required with a typical one-inch clearance from the column face and a typical one-half inch to one-and-a-half inch gap. The shear tab is welded to the column with welds sized per schedule, and the supported beam web is bolted through the shear tab with typical bolt sizes governed by the framing schedule. The top of steel elevation is coordinated per plan.

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