>Timely subject, Brad- thanks.
>Do you consider this construction to be strong enough to
>"tweak" the flaps without using external clamping blocks?
They are made to tweak. The area is very strong due to the glass and CA. The key is to soak the endgrain to the tube with thin CA. I use Bob Geiseke "tweakers" which is full stick of Prather lead weights bent in a 180 degree "U"" (leave the foam on the stick). This is adequate for tweaking if the horns are annealed correctly. I ask Tom Morris to "extra" anneal the wire to make sure it will move.
>1/8 OD horn wire running in 1/8 ID tubing leaves zero
>tolerance for mis-alignment or flex in the system. How do
>you handle these issues?
No flex is good right? That has always been my view. As far as misalignment, I align the elevators before assembly. Since the surfaces are flat, simply lay both elevators on a flat surface joined with the horn wire. Tweak until both lay dead flat on the table. Same with the flaps.
>How do you rate the torsional stiffness of your flap
>construction: very stiff, not bad, at least both sides
>deflect the same?
Depends on what you want them to weigh. My Solace flaps are super stiff. I simply used 8-10 lb C-grain sheeting on the same core and covered in OZCOver. They are the stiffest flaps I have ever made by far. In fact, these are much stiffer than flaps that I have made with lighter wood and covered in various materials (glass, carbon, PC and silkspan). I would suggest if you want SUPER stiff flaps simply use heavier, stronger sheeting, and do not use any special finishing methods.
My stuff is stiff. Plenty stiff. I went to the 3/8" stab because additional thickness for rigidity is not necessary. The entire plane is sheeted.