Bob E. wrote:
Thanks guys. Like I said, as a structural engineer, I don't have a problem sizing up the beams, welds and other connections for the loads. I might even put this thing into STAAD just for fun. I just don't know what sort of "safety factors" they build into the design since they are designed to travel down the road at 70+mph. I'm used to highway/bridge codes. Based on my calculations, it seems that I'm in the ball park compared to factory-built campers.
Surprisingly, my camper has a GVWR of almost 8,000lbs as-is according to the title. But it didn't feel anywhere near that heavy towing it home. I just picked it up last night, so I haven't had time to go find the actual weight sticker yet, if it even still exists. The beams under my camper are a standard C6 rolled section. I'm actually thinking of buying a couple C6x10.5 beams and stacking them under the original frame rails with longitudinal welds down each side, making a 12" "E" shape, and then add bracing as appropriate. This would provide the same structural section as a W12x14, although slightly heavier. This should be more than enough. In this configuration, the longitudinal welds will see very small loads since they are at the center of gravity of the section. So they are not all that critical. And since the legs of the "E" point to the outside, this will make the bracing design simple. Now I just need to investigate the tongue. It appears to be the same 2x6 tube steel as my dad's camper. So it might be ok as-is. But I'll have to double-check the thickness. Then I'll need to analyze the connection to the main frame to make sure it is solid enough to support the heavier tongue weight I'll have when I'm done.
I think if it were me I use some 2x4x1/4 or 2x6x1/4 tube under the channel frame you have now. I believe the 2x6 tube would be stronger than another pc of channel below your existing frame. I would also weld some vertical straps or angles in several locations down the length of your existing channel just to prevent it from trying to roll or fold on itself or weld some stiffeners on the inside covering both the existing and new. Just a thought.