Structural · S-6WDVS

Haunched Wide Flange Beam and Plate Connection Detail

Materials

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A haunched wide flange steel beam connection with top and bottom plates features a maximum two-inch top cope at the support with a specified stud-per-foot minimum spacing on the metal deck above. A bottom plate extends along the underside of the haunched section, requiring a slotted plate around the web sized to the web thickness plus one-eighth inch. A cross-section view shows the top plate placed on each side where indicated, welded to the wide flange section. Connections to the support are based on the unhaunched wide flange beam size unless noted otherwise.

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