This structural steel connection details a connecting wide-flange beam framed into the web of a shallower supporting girder. A full-depth shear plate of thickness "T", sized per schedule, is welded to the supported beam web with a weld size of "S" on three sides as specified in the schedule. The shear plate connects to the girder web using "Q" high-strength bolts per schedule, with a second column of bolts provided as required. The drawing also notes that the connection on the opposite side is not shown.
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