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- #41
ntsqd, I only went with the 4-link cause that's what i've built before on my crawlers. I really was considering a 3-link but I just went with what I've done before.....Maybe the next one i'll 3-link 
I totally agree with what you're saying on the frame rails/strength thing. I only made them at the same plane like I did because if you put them below the main rails like that, you are asking a lot out of the welds that connect the tongue piece to the main rails since they are going to be eccentrically loaded. 2) I think it looks cleaner and 3) because I had some concern of ground clearance. In hind sight, reasons 2 & 3 are super lame, and obviously reason #1 isn't that big of an issue since a lot of trailers are built like that. And besides in my design I have a welded splice pretty close to the area of the highest bending moment!!!!
One thing that I could easily do to make the rails stronger at the point of highest bending stress would be to add a doubler plate to the bottom of the tube. Maybe something similar to what I did for the doubler plates across the splice.
Thanks for the link on the book. I have a degree in civil engineering so I've got the shear/moment diagram thing down.....but I could definitely use some knowledge on actual trailer design. ....bridges are different than trailers

I totally agree with what you're saying on the frame rails/strength thing. I only made them at the same plane like I did because if you put them below the main rails like that, you are asking a lot out of the welds that connect the tongue piece to the main rails since they are going to be eccentrically loaded. 2) I think it looks cleaner and 3) because I had some concern of ground clearance. In hind sight, reasons 2 & 3 are super lame, and obviously reason #1 isn't that big of an issue since a lot of trailers are built like that. And besides in my design I have a welded splice pretty close to the area of the highest bending moment!!!!
One thing that I could easily do to make the rails stronger at the point of highest bending stress would be to add a doubler plate to the bottom of the tube. Maybe something similar to what I did for the doubler plates across the splice.
Thanks for the link on the book. I have a degree in civil engineering so I've got the shear/moment diagram thing down.....but I could definitely use some knowledge on actual trailer design. ....bridges are different than trailers
