Structural · S-8VME2

Beam to Column Moment Connection at BRBF (SFRS)

Materials

Elements

Columns Beams Floors / Slabs Decks Bracing Connections / Plates

Connections

Moment Connection Braced Frame Connection Shear Tab / Single Plate Gusset Plate Beam-to-Column Bracing Connection Welded Connection Bolted Connection Deck Attachment

About this detail

A beam-to-column moment connection is configured for a buckling-restrained braced frame within a seismic force-resisting system. A wide-flange beam frames into a wide-flange column utilizing a bolted shear tab and beam and column stiffener plates welded with five-sixteenth-inch fillets on three sides. A gusset plate, sized per the buckling-restrained brace manufacturer, connects to the beam and column assembly with welded attachments and transition welds complying with AWS D1.8. Continuity plates match the flange thickness requirements, featuring complete joint penetration welds with back-up bars either removed and back-gouged or left to remain depending on location. Erection bolts facilitate field placement prior to final welding, and metal deck placement must be coordinated with the top of slab elevation.

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