Structural · S-RBKQ2

BRBF Double Brace to Beam-Column Connection

Materials

Steel Metal (misc.)

Elements

Columns Beams Bracing Connections / Plates

Connections

Moment Connection Braced Frame Connection Gusset Plate Bracing Connection Welded Connection Bolted Connection

About this detail

A buckling-restrained braced frame double brace connection occurs at a steel column and beam intersection. The column and beams are sized per plan, with connection bolts designated as provided by others. A gusset plate is sized per the buckling-restrained braced frame manufacturer and welded to the framing, featuring a typical one-inch by one-inch snip. One-half-inch stiffener plates are welded to both sides of the beam webs with five-sixteenth-inch fillet welds typically. Complete joint penetration welds are specified at the moment connections. A general note mandates removing weld backing, backgouging to sound weld metal, and adding a five-sixteenth-inch minimum fillet weld, except where the gusset plate occurs.

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