This moment connection joins a wide flange beam to a column using a web doubler plate and flange plates. The assembly utilizes three rows of bolts with diameter D, spaced at three inches typical. A web doubler plate of thickness T, which is one-quarter inch, is welded to the column web. The flange plates are connected to the beam flanges with a fillet weld of size T minus one-sixteenth inch, and a complete joint penetration weld is specified at the flanges typical.
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