to the construction site floor would experience the greatest forces with a two hundred 200 pound force 1250 exerted on handrail support 204 at the load point height 1252 vertically forty five 45 inches from the construction floor the bending moment at the bracket 1200 will be 9 000 pound inches or 750 pound feet thus the bracket 1200 is designed and manufactured to be able to withstand a minimum of 9 000 pound inches or 750 pound feet referring now to fig3 a perspective view of an alternative embodiment of the present invention is shown and generally designated 1300 in this figure bracket 1300 is formed with two vertical plates 1314 and one support plate 1316 resulting in two toeboard receivers vertical plate 1314 includes a vertical member 1320 integrally formed with a horizontal member 1318 transitioning from the vertical member 1320 to the horizontal member 1318 with a bend 1322 support plate 1316 is attached between vertical plates 1314 at a predetermined distance to accommodate the width of a standard two by four section of lumber or other standard construction dimension by a plurality of welded through mortise and tenon joints 1324 the vertical plate 1314 has a plurality of mortise a rectangular hole passing entirely through the vertical member 1320 support plate 1316 has a plurality of tenons protrusions at the edge of the support plate 1316 oriented and sized to fit the rectangular holes on vertical member 1320 with the base of the support plate 1316 acting as shoulders that seat when the protrusion fully enters the rectangular hole the pieces are joined to.