Structural · S-PX7NR

BRB Frame Shear Plate Connection

Materials

Steel

Elements

Columns Beams Bracing Connections / Plates

Connections

Braced Frame Connection Bracing Connection Welded Connection Bolted Connection

About this detail

Buckling-restrained braced frame beam and column connections including intersecting members, web connections, and flange connections. Shear tabs are bolted to beam webs, stiffener plates or column cap plates are aligned with the top and bottom flanges, and complete-joint-penetration welds are utilized. Backing plates measuring 3/8 inch by 4 inches with erection bolts are provided at the contractor's option. Beam corners are coped at the column radius, with stiffener plate thicknesses matching the brace frame beam flange on each side of the column.

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