Structural · S-JPCGZ

Chipped Beam Flange Connection Details

Materials

Connections

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Various configurations for framing a beam into a chipped beam flange incorporate plate sizes per sheet 3/S-500, a minimum five-inch dimension "A", and specified bolt counts unless noted otherwise. Plate thicknesses and steel grades match the beam web, with connection welds sized at a quarter-inch minimum or half the plate thickness. Stiffener plates measuring one-quarter by six inches are welded to the supporting member using three-sixteenth-inch fillet welds. Complete joint penetration welds are ground flush on the near side where detailed. The top and bottom flange modifications allow intersecting members to frame flush or at required offsets.

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