This moment connection joins a wide flange beam to a column using full-depth flange plates. The flange plates are welded to the column web and flanges on all sides with five-eighths inch fillet welds. The beam flanges are connected to the flange plates with complete joint penetration welds that require backgouging for field welds when indicated. The beam web is connected to the column with five-eighths inch fillet welds on both sides. The flange plate thickness is specified as one point four times the beam flange thickness, while the web plate thickness is one point four times the beam web thickness.
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