Structural · A-5B93E

Buckling-Restrained Brace Connection at Steel Column and Girder

Elements

Connections

About this detail

A buckling-restrained brace connects to a steel column and girder through a gusset plate sized per the manufacturer. Optional stiffener plates are provided on each side of the column web and beam web only if required by the buckling-restrained brace manufacturer. The extended shear tab connection utilizes complete joint penetration welds and 3/16 inch and 5/16 inch fillet welds inspected with magnetic particle and ultrasonic testing. Additional information is referenced on structural sheets S-319, S-322, and S-510.

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