A supported steel beam framing into a supporting beam requires specialized flange plates to accommodate varying member depths. The top plate features a width of the smaller flange width of the beam minus one and a half inches and is left unwelded to the supporting beam top flange. A half-inch clearance distance is maintained around the flange plate and radius corners. The bottom plate thickness matches the flange thickness, tied together with specified fillet welds and dimensions based on the flange width.
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