I wouldn't be using any type of sprinkler pipe in any part of your build. Keep in mind that stuff was never intended to carry a load other than it's own weight. And if you can haul a 21' piece of that 6 1/2 inch pipe on your shoulder it tells me that it isn't very thick and I see in one photo that it has a seam. I'm not trying to knock your work and I really like the looks of the large pipe like that as the frame, but I just don't think that it's safe.
38fordtruck has a good point about the hiem joints on the rear suspension. The hiem joints are not built to control movement like ones you have bolted to the frame on the rear. You might want to consider repositioning them so the bolt itself is horizontal.
Someone else might have some input on this. I really dig the innovative thinking...just want to make sure it's safe as well.
-Troy
I appreciate the concern, and I know it's hard to tell when someone is trying to kill themselves without them knowing it. I will try to gain some trust without stepping on any toes here. I know that there are some very fine builders here that far exceed my abilities, experience, or goals.
I am usually very thorough with my projects, and I've done my homework on this one. The pipe, I want to clarify, is not irrigation sprinkler pipe. It is commercial building fire sprinkler pipe manufactured to meet or exceed ASTM/ASME standards and certification. It is 6.625" schedule 10 pipe, which is .134 wall. It comes in 24 foot lengths (darn my memory).
It is tested for crack resistance, with vibration, for bending resistance, and of course all of this is tested at 300psi. It must also withstand 700 psi without cracking, but we all know that hydrostatic pressure has little bearing on structural integrity.
On page 36 of the document linked below, you can see the test standards that this pipe is required to meet as a minimum. The bending moment is 5185 pounds per foot when supported on one end. It is 5185 pounds force when applied to the center of a joint that is supported on two ends, 4 feet apart.
My frame is around 10 feet between structural supports, with no joints. The way I figure it, the minimum strength requirement is around 1500 pounds in the center, and the weight is not mounted in a single point in the center anyway.
As a side note, it shows everything as being tested at 175 psi, then on page 22 there's a modification that says it is "now to be evaluated at 300 psi".
http://www.fmglobal.com/assets/pdf/fmapprovals/1630.pdf
http://www.engineeringtoolbox.com/steel-pipes-dimensions-d_43.html
As far as the rear suspension travel, seriously, I can unbolt one end and move it up and down to see that it travels PLENTY far, although I know it looks as though it wouldn't. And they are category 1 hitch top links, of which there are normally one on a hitch, this has two. They don't support any weight of the vehicle, only axle rotation, and the heims take 3/4 inch bolts. If tractor links weren't built for heavy use...
I don't mean to be a pain with all the numbers and junk, but I really think it's going to be every bit as strong, and stronger than any 2x3 or 2x4 rectangular tubing, which is also welded.
Also, I bring this discussion to see what I can learn. I'm in school working on an engineering degree, and while I am not that far into it, I enjoy working this stuff out with what I know, and can learn from other people.