RE: Spar support (Shear web)
mcarleno,
Yeah, I typically think of full-scale aircraft when I think of structural design, and their ribs are beefier.
I also looked over my post again and neglected to mention that there is a shear stress in the shear web that runs spanwise, and at the center it's as much as the vertical shear stress.
But, I do agree that the ribs in a model are typically cut with the grain running horizontal and are very weak in the vertical axis. There shouldn't be a huge load in that direction, though....not with the primary load being that of bending of the wing.
In the case of my Eagle wing, the shear web didn't do a thing in the bending failure because it was vertically oriented.
I'll look into it further.
Maybe I'll just put some bi-directional fiberglass on the existing shear web at 45 degrees.
--Rich