I'm back on this topic during the winter dodrums. Has anyone else been thinking about this?
The walls get built first, with a cleat along the bottom of the wall to hold the floor. The walls give the floor it's anit-sag quality. There would be x-members under the floor.
It would use a torsion axle. The floor would be 3/4" ply, reinforced with a second 3/4" ply piece where the axle and tongue attached.
The tongue would be long enough under the tear to 'T' up to the axle. The front of the tongue, under the tear would have a plate welded to it, and another doubler of 3/4" ply would be put under the front of the tear.
The torsion and tongue plates would be mounted as close to the vertical edges as possible to take advantage of the rigidity of the wall area...
I'm still wondering about whether the cleat should be above or below the floor.....
Anyway, looking for comments..... there is a weight and $$ savings advantage. Also, no metal is needed till the tear is almost done...
I'm assuming a torsion axle can be built to a custom width with little or no additional cost..?? If not, the tear could be built to a std. width axle...