Ron---David Good discussion. I've been lurking in between sessions with the Rah-chestah project. Ron N wrote > One question I have is why, if you want to create a higher design loaded > board, do you need to increase the bearing? On an RC&S board, with little > change in tone coming from modest changes in bearing, isn't it enough to > simply stiffen the assembly with the same residual bearing? The difference > would be, I assume, the amount of deflection. But if the panel deflects 30% > instead of 50% is that a problem tonally? Wouldn't you have the same net > tonal effect without having to increase the actual bearing load on the > board? My question is how does that relate to the sweet spot I believe exists for crown compression, bearing & tone in a belly system. Being that the system is a spring, the question for all Soundboard designers?redesigner is how stiff is stiff enough for the type of tone desired & it's subsequent life span. It might. Design load isn't my concept, and isn't where I start with design. My intent isn't to accommodate a higher or lower design load, but to provide adequate bearing that, if the board sinks out somewhat over the years, there will still be adequate bearing left. Same with crown, to maintain the opposing spring system of string and soundboard even with some long term settling. I'd like to think that as well as sounding good to me now, they won't end up with a zero bearing negative crown killer octave some day, and will sound good to me for a very long time. Oh well said. This is every bodies dilemma but I am comforted by the fact that we have the history of 150 years or more of data to judge how well the compression crowned board have held up.......or not. In some climates they've held up very well structurally & where they have tonally as well. That being said none of us( I think none) are using straight sugar pine ribs with a MOE less than Spruce. SO we know that track record. SO now enter boards which are rib crowned spruce with higher beam strength especially with a tight grained spruce, laminated rib structure or Over I beam & we are concerned that the crown, bearing & tone won't hold up? Ron have faith man. They will hold up. There is also a larger issue that we have been tip toeing around & so I will say it. The tonal envelope on many of these boards to my ears and others is a new & uniquely wonderful sound and may be judged superior by many to many compression crowned systems. (I have noted the tonal clarity by simply switching to all spruce ribs.) Hopefully the tone crown & bearing will prove to having superior longevity as well Time will eventually tell, one way or another, but that's one of the factors I consider. This stuff is still relatively new to me, and I don't pretend to know the details of all possible combinations, which is why I continue to explore and learn. In five years, I may still be loading them like this, or I may not, depending on what I've learned in the An honest man. We are all on that learning curve interim. Part of the equation in determining all this is beam clearance, which puts limits on rib depth, crown radius, and loading. You pick your set of ranges for variables, juggle as you think will take you farther in the direction you want to go, and prove or disprove the hypothesis by stringing the sucker up and hearing how you did. I'd love it if someone threw large quantities of money at me to explore this stuff systematically in much greater detail at higher speed, but I'm a one man shop with a tuning clientele, with the need to make a living in there somewhere. Otherwise, I'd be fearless. I hate it when necessity interferes with fun, ya know? You empericalist. Great self effacing post!!!!! Dale Bummer. Ron N -------------- next part -------------- An HTML attachment was scrubbed... URL: https://www.moypiano.com/ptg/pianotech.php/attachments/20060329/17c25498/attachment-0001.html
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