TwoNine
New Member
The reason I'm asking is because for years I have done it "my way" which is just to take to two ends, bevel the edges, put them together, tack/stitch it every so often (depending on thickness), fill weld it, grind it.
But there is a thread here that mentions what I can can only assume is the same process up to the fill portion. Where instead of using weld - you still tack or stitch the sheet and then use Lord and some scrap aluminum/steel to make a back plate to bond the pieces (I'm guessing around 3/4" - 2"???) and then fill with Bondo or whatever. The theory is that fully welded panels warp too much and this method helps.
I've never used the second method, although I must admit, it sounds like a pretty good way, especially for thinner panels (something like .063" and under) and plus it could maybe save some time??? Maybe? I just don't know...
I am just concerned about transport and handling issues and what if you need to flex/bend the panel? Or what if the panel is made into a radius - do you make the radius first and just soft fit the pieces until you're ready to set it?
I guess all that could be summed up to ask: Is it as durable or nearly as durable as full welded sheets? Also - is this method generally accepted upon permit submissions, engineer drawings, etc.
So, I guess the question that I have is - who uses what style and why?
Thanks everyone!
-Chad
But there is a thread here that mentions what I can can only assume is the same process up to the fill portion. Where instead of using weld - you still tack or stitch the sheet and then use Lord and some scrap aluminum/steel to make a back plate to bond the pieces (I'm guessing around 3/4" - 2"???) and then fill with Bondo or whatever. The theory is that fully welded panels warp too much and this method helps.
I've never used the second method, although I must admit, it sounds like a pretty good way, especially for thinner panels (something like .063" and under) and plus it could maybe save some time??? Maybe? I just don't know...
I am just concerned about transport and handling issues and what if you need to flex/bend the panel? Or what if the panel is made into a radius - do you make the radius first and just soft fit the pieces until you're ready to set it?
I guess all that could be summed up to ask: Is it as durable or nearly as durable as full welded sheets? Also - is this method generally accepted upon permit submissions, engineer drawings, etc.
So, I guess the question that I have is - who uses what style and why?
Thanks everyone!
-Chad
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