

One thing I wonder about though- since I have the blue boards configured in a true semicircular arch, most of the forces will initially be transferred to the lowermost blue boards, right? (Which in itself defeats the purpose I think!)
Something like this:

On the other hand, since they will flex as the load increases, then some of the load will begin to transfer onto the vertical plywood, but still not all of it. Logically if there were zero flex in the arch, then the plywood wouldn't see any load at all, correct? If my assumptions are correct, then it would seem that most of the force would remain on the arch, and a smaller percentage would end up on the vertical supports- depending completely on the amount of flex in the arch. Am I totally off in space here?
I'd love to be able to calculate this, but it's so far beyond me it's not even funny.
