> No I haven't built one of those...yet. Do you think that an argument can be > made, then, for using a heavier wood than spruce for the ribbing in the > treble section? > > David Love An argument can, historically, be made for anything one wishes to argue about. My take is that doing a one-off redesign, the odds of my hitting the optimal ratio of stiffness to mass at all points in the scale on the first shot are vastly improved by designing in an after the fact refinement mechanism for when I don't. Anything can be complicated far beyond a reasonable hope of practicality, but I like the simple approach. Using a minimum of standard materials, and shade tree mechanic methods, I find I can intentionally overshoot on the treble stiffness, and adjust back with mass with more control, and a higher level of dependability than anything else I've tried. The difference is in whether or not your design can be made to work to your satisfaction after it's built. I prefer to build in some negotiation room, where I can, and that means limiting the number and range of the variables where possible. The difference is, I think, whether the project is to meet expectation and produce an anticipated and promised product for a client, or a "let's see what we get" personal experiment. Both are valid, but not interchangeable. Ron N
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