Structural · S-VYZNG

Beam to Column Web Shear Connection with Stiffener Plate

Elements

Connections

About this detail

A steel beam frames into a column web utilizing top and bottom structural angles measuring L4x4x1/4 and a stiffener plate fitted to bear. The connection is secured with two 7/8-inch diameter Grade A325 bolts at the column web and beam flanges, with workable gauges per AISC specifications. Five-sixteenth-inch fillet welds are specified at the angle and plate connections, with an option to weld in lieu of bolts where detailed. Beam flanges are blocked as required to clear the column flanges, maintaining specified clearances and dimensions.

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