A structural steel column connection utilizes a brace gusset plate as referenced. The assembly features a column with a T-thick by W-wide plate welded to the flange using complete joint penetration welds with backgouging. The connection includes bolts on a 4-inch gauge, with a maximum number of rows spaced at 3 inches. The top and bottom flanges are secured with complete joint penetration welds and backgouging, while the gusset plate is positioned relative to the top of steel elevation.
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