Structural · S-HHHQ4

Depressed Beam to Girder Connection

Materials

Steel

Elements

Beams Connections / Plates

Connections

Welded Connection Bolted Connection

About this detail

A structural steel beam frames into a girder with a depressed elevation requiring the web to be coped around the girder flange as needed to fit the bolt schedule. Full-height stiffener plates are provided on the girder web where connections occur on either side, sized per plan or schedule references. A WT section is utilized at the top connection as indicated on plan. Additional notes permit an alternate connection detail per sheet S6.03.

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