A buckling-restrained brace plate connection centers on intersecting column grid lines. ASTM F1554 Grade 105 anchor rods position typically around a steel column, with oversized washers welded per detail 12/S7.3. The web connection specifies 9/16 welds typically at the web, while flange connections utilize a 3/8 fillet weld with packing plates typically at the flanges and Charpy V-Notch testing. Note 1 requires a 4-inch minimum with the buckling-restrained brace manufacturer extending the connection as required for the gusset plate.
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