On 12/21/2012 11:30 AM, David Love wrote: > The question was answered right here from my previous post. Perhaps you > missed it. Your rib is 5 mm wider and 10 mm taller than mine to carry the > same load. You're a smart guy, I'm sure you can extrapolate that out to any > other rib and I'm sure you can deduce that these two rib scales if carried > through the entire piano with all else remaining the same would yield > different tonal outcomes. Our differences are primarily in the weight of > the rib scale, secondly in the amount of the cutoff (mine tend to be smaller > or non existent), I thin the panels, you don't, my radii are singular, not > as tight, pressed into a slightly tighter caul radius than they are cut at > 5.5%. I've given you the way I load the board, even though you keep > misstating it. I've already outlined this in pretty good detail if you > bothered to read it. I'm not interested in posting an entire spreadsheet. Yea, I've read most of that fifty times or so. > You don't learn because you don't listen. > > Yes this is all done with real engineering, real formulas, real materials > analysis. No voodoo. > > > Yours: 25 lb load, 770mm x 20W x 26H, and a 9M radius > Mine: 25 lb load, 770mm x 15w x 16h, and a 9M radius > > (for approximately 50% deflection) I read that too, and it's useless because your rib loads are calculated on a false premise of equal distribution of load along the bridge, and you went with the cutoff. Size rib #6 of 18, at 1090mm long, or 999mm, or whatever is your personal preference at whatever load you calculate and specify, and I'll have something informational for comparison. Ron N
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