There will always be stresses, a 3-point subframe would reduce the stress even more, but reducing stress really isn't needed. The truck frame is built to twist, the habitat isn't. The habitats subframe should be as rigid as possible for this reason. Also, a point on the side pivots is that they must be able to move in and out of the pivots, unlike the end pivots. This is because as the frame twists the center dimension shrinks slightly.
Loads are something you could bother calculating, but I usually don't. Using 5/8 grade 8 hardware the shear strength is 75k lbs of ONE bolt. Tensile strength is even higher, and I'm using 2x per side for the spring mounts. The frame would rip itself apart before the bolts gave way. In my case, the weak links are likely my welds and then the truck frame itself.
I'm only trying to provide flex over 100" or so of truck frame. I backed the truck up onto a 12" block and put some 2x4 across the frame rails to measure deflection, which was slightly more than an inch. I doubled this and specd the springs accordingly - they have spec sheets for how much they will fully compress, and are linear spring rates so that's easy to calculate with a load.
Are we all winging it? Yeah. I'm also not concerned with designing the system on the bleeding edge of its engineered capacities, I just overbuild it 4x and send it. The truck frame is the weak link and before that the leaf springs will be. If I were more concerned about weight then I would probably consult an engineer and spec the material a bit closer to its limits, reducing weight of the system.
Loads are something you could bother calculating, but I usually don't. Using 5/8 grade 8 hardware the shear strength is 75k lbs of ONE bolt. Tensile strength is even higher, and I'm using 2x per side for the spring mounts. The frame would rip itself apart before the bolts gave way. In my case, the weak links are likely my welds and then the truck frame itself.
I'm only trying to provide flex over 100" or so of truck frame. I backed the truck up onto a 12" block and put some 2x4 across the frame rails to measure deflection, which was slightly more than an inch. I doubled this and specd the springs accordingly - they have spec sheets for how much they will fully compress, and are linear spring rates so that's easy to calculate with a load.
Are we all winging it? Yeah. I'm also not concerned with designing the system on the bleeding edge of its engineered capacities, I just overbuild it 4x and send it. The truck frame is the weak link and before that the leaf springs will be. If I were more concerned about weight then I would probably consult an engineer and spec the material a bit closer to its limits, reducing weight of the system.