Structural steel beam-to-column connection with a buckling restrained brace gusset plate. Column includes typical stiffener plates at beam flange locations. Left beam connects to column web via shear plate; bolt counts and sizes per typical connection schedule. Right beam features a gusset plate for the buckling restrained brace; gusset and associated stiffeners provided by the buckling restrained brace supplier. Connection utilizes a bolt pattern with two-inch and three-inch spacings; bolt quantities per connection schedule. Work point established at the intersection of column and beam centerlines.
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