Structural · S-PN5D4

Beam Over Column and Wind Girt Connection

Materials

Steel

Elements

Columns Beams Arches

Connections

Shear Tab / Single Plate HSS Connection Bolted Connection

About this detail

A structural steel beam frames over the top of a hollow structural section steel column, complete with a bearing plate matching the beam flange and a minimum thickness of one-half inch. The connection is secured with four seven-eighths-inch diameter bolts and five-sixteenths-inch stiffener plates on each side. Below, a wind girt connects to the column using an HSS stub, three-eighths-inch stiffener plates aligned with the top and bottom of the HSS, and three-sixteenths-inch fillet welds on three sides.

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