This structural steel connection details a wide-flange beam framing into a wide-flange column with a doubler plate. The shear plate is welded to the beam web with specific weld lengths and left unwelded for 1 1/2 inches at the top and bottom areas. The doubler plate is attached to the column web as specified in the schedule, featuring one, two, or three rows of bolts connecting the shear plate to the beam web. The column is extended where required, and perpendicular framing is omitted for clarity. Dimensioning notes define the flat dimension of the beam web and plate placements relative to the column centerline and grid.
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