A supported steel beam intersects a supporting beam with a vertical offset, connected by a standard web framing angle and reinforced with top and bottom flange plates. The top plate is sized by the flange thickness and width minus one and a half inches, extending outward by twice the flange width and left unwelded to the supporting beam top flange. The bottom flange plate features a slot at the deep beam, maintaining a half-inch clearance distance around the flange plate with radius corners. Section A-A indicates specific plate dimensions relative to the smaller flange width of the beam, utilizing fillet welds sized per the flange thickness minus one-eighth inch with a quarter-inch minimum.
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