An embedded steel plate assembly anchored with two number six reinforcing bars at the top and two welded studs at the bottom. The steel plate has a thickness specified on the drawing with a one-foot zero-inch overall height and seven-inch width layout. The top rebar anchors extend upward with a four-inch spacing between them inside a seven-inch total footprint. A one-quarter inch fillet weld connects the assembly components, supplemented by full penetration welds to the plate for both the reinforcing bars and welded studs.
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