Railcar cold formed center sill with stiffness enhancing structure
A cold formed center sill configured for extending substantially the length of a railcar, wherein said center sill includes a top wall, a pair of side sections joined to the top wall by a pair of upper curved sections, bottom sections coupled to the side sections through curved connecting sections, wherein the center sill includes an upwardly extending stiffening longitudinal rib centered within the top wall.
1. A cold formed center sill for extending substantially the length of a railcar, wherein said center sill includes a top wall, a pair of side sections joined to the top wall by a pair of upper curved sections, bottom sections coupled to the side sections through curved connecting sections, wherein the improvement comprises an upwardly extending stiffening longitudinal rib centered within the top wall, and wherein in the upwardly extending stiffening longitudinal rib centered within the top wall includes a left and right transition segment extending to a central flat land.
2. The center sill according to claim 1 , wherein the central flat land is generally aligned with an opening defined between the bottom sections.
3. The center sill according to claim 2 , wherein the central flat land is wider than the opening.
4. The center sill according to claim 3 , wherein center sill is formed of 0.5″ stainless steel and wherein the upwardly extending stiffening longitudinal rib centered within the top wall is a stiffening structure that increases the overall height of the center sill to 13.938″ and the overall density of the center sill 70 is 82.3 lbs/ft.
5. The center sill according to claim 1 , further including a pair of reinforcing plates welded in the interior only adjacent the draft arm ends and extending for a few feet to stop about at a floor intersection of the railcar.
6. The center sill according to claim 5 , wherein the reinforcing plates are aligned with a top surface of an adjacent draft arm.
7. The center sill according to claim 6 , wherein the reinforcing plates are configured to convey forces down to the floor intersection.
8. The center sill according to claim 6 further including a pair of a pair of outwardly extending longitudinal side ribs centered within each side wall.
9. The center sill according to claim 8 , wherein each outwardly extending longitudinal side rib includes a top and bottom transition segment extending to a central flat land generally centered on the side wall.
10. The center sill according to claim 9 , wherein the overall width of the center sill 70 is 15.313″ and the overall density of the center sill 70 is 83.7 lbs/ft.
11. The center sill according to claim 1 , further including a pair of a pair of outwardly extending longitudinal side ribs centered within each side wall.
12. The center sill according to claim 11 , wherein the overall width of the center sill 70 is 15.313″ and the overall density of the center sill 70 is 83.7 lbs/ft.
13. The center sill according to claim 1 , wherein the upwardly extending stiffening longitudinal rib centered within the top wall is formed across the entire top of the center sill.