the idea behind all this is heat?? heat is what changes the molecules in the steel that causes the contraction??
thats why i mentioned pad welding.. oxy welding adds heat so does pad welding. i just cant see how stitch welding SHS or RHS will change its shape EASILY.
so i did a test.
1 piece of 50x50x3 SHS (what i make sliders out of for disco's) welded 3 times down its length of 9'', result, no contraction/distortion at all. the only time it distorted was when it was quenched, as you can see it move, once it cooled it was back to straight.
http://inlinethumb42.webshots.com/44...600x600Q85.jpg
http://inlinethumb17.webshots.com/33...600x600Q85.jpg
the second is a piece of 40x4 FMS welded 2 times down its length of 9''. this contracted once quenched and remained bent when cool,,,by bugger all mind you. over 9'' there is a difference of 2mm.
http://inlinethumb47.webshots.com/42...600x600Q85.jpg
http://inlinethumb04.webshots.com/44...600x600Q85.jpg
so unless im doing something wrong i cant see how your method would be easier than a cut and weld?
im not saying that bending via rollers is not a good practice, i just believe that for your run of the mill backyarder who wants to knock a set of sliders up on the weekend the easiest practice is to cut,bend and weld.
cheers phil

