Re coatings and coverings the old prop and wood books are clear. Coatings don't truly "seal" the wood. Eventually the moisture content will adjust to the environment, the only question being how long it will take. "How long" is one of the many wildcards of the wood prop design game. A prop coated in 30 year old shellac would obviously swing faster than a prop coated in epoxy/glass and finished with poly paint. Bolt holes, tip drains, and the big pilot hole are all further wildcards.
<<Dan, I don't remember the exact combinations. I believe the props were Maple, but I can't be sure. The bolts were standard AN.>>
Thanks Mel. Couldn't resist running some numbers this AM, and they are interesting.
Assume the common SAE2 hub size, which is what most everyone here is using. Further assume AN6 (3/8") bolts. Ok, the wood swells due to an increase in moisture content...so which fails first, the wood (by crushing) or the bolts (by plastic yield, not ultimate)?
The clamp area of an SAE2 is 22.83 sq in, bolt area included. Using crush values per ANC-18 for 15% and 20% moisture content, crush failure would be expected at a clamp force of:
maple 15% = 40866 lbs
maple 20% = 28994 lbs
birch 15% = 31505 lbs
birch 20% = 23287 lbs
Wood is far from homogeneous. The ANC table values are more or less adjusted averages, so the above could have a lot of scatter.
The yield strength of the AN6 (based on root thread) is about 6570 lbs, thus six bolts offers about 39,420 lbs of clamp at yield.
So, in the case of the maple prop at 15% and 3/8" bolts, it is possible to stretch the bolts without crush damage to the prop face. They will stretch at the root thread exactly as Mel noted.
Crush values decrease as moisture content rises. If the prop is really damp (a lot of swell) the probability of crush evidence is increased....a useful inspection tidbit. The opposite is also true. Even with a lot of data scatter, the above suggests all yellow birch props should show crush damage before reaching bolt yield.....but maybe not. Moisture content could be as low as 5% in the desert, which would push the crush values up, maybe even above the 39420 bolt capacity.
Very interesting.
Ok, different subject. Needed some bolt calcs for the above, a sideline of which address Bruce's question. We don't torque prop bolts to yield. Assuming a nut factor of 0.19 for cad plate, 30 ft lbs preloads an AN6 to 77% of yield. It would take 39 ft-lbs to reach yield. You can loosen and re-tighten an AN6 as many times as you want without stretching it, as long as you stay well under 39 ft-lbs.