Re: Bracing radii
Posted: Sun May 12, 2013 1:27 am
FWIW...this is true...he does not. he has a series of radii bars he uses with a clamping device built for him by a friend or family member, can't remember which. I have a pic if I can find it.kencierp wrote: I have not varified but I understand that Wayne Henderson does not even have a radius dish in his shop.
This is not Kosher I suppose, because this is a "Top" posting area...I have more about the top I will add it here as soon as I can...but...
Here is a fairly comprehensive explanation of the method John Arnold uses and from what Wayne Henderson told me in Denver 3 or so years ago, he came to the same conclusion while repairing many Old Martins when working for Gruhn years ago....and why neither use sanding discs.
Arnold direct Quote:
" I use side profiles from prewar Martins, and they don't have enough 'rise' in the waist area to produce a spherical arch. I have checked the back arches on many prewar Martins, and I have yet to find one that has a true spherical arch. They generally have the most curvature across the waist area, less curvature across the lower bout, and even less curvature longitudinally.
If you look at modern Martins, you will see what I am talking about. Virtually all modern Martins have a much more pronounced longitudinal curve in the back when viewed from the side. This is because the sides are deeper in the waist area, necessitated by the increased curvature produced by the concave sanding disc.
If you don't have a new Martin in hand, you can look at the side views of new Martins on the Martin website.
Martin used to bevel the kerfing to match the back curvature by using a block plane. An arching template is laid across the kerfing to 'eyeball' the arching angle. I still use this method, because I don't believe in the spherical arch, for several reasons.
Here are the radii that I use:
Top = 25 feet
Back, longitudinal = 20 feet
Back, lower bout (wide braces) = 18 feet
Back, waist brace = 15 feet
Back, upper brace = 25 feet
This produces a 'fair curve' when coupled with older Martin side profiles. The back is fairly flat in the upper bout, which results in more stability for the neck block."
John
That's not to say that the modern arch doesn't work, obviously it does. And with what little I know about it, I would say the arch, or sanding disc is easier to do...
Anyway, don't get me wrong, I'm sure no expert here...far from it, just thought I'd share what little bit I have been told by those who have done it differently and succeeded.
Here's Arnold's theory on the top radius and attachment...just for discussion...again, I have no clue...just sharing.
Question:
"They use the exact same tops (with the 25 ft radius bracing) and glue them to a flat plane rim. You now have to force the top to adapt to the different shape. This will cause extra stress (I think they even call it "pre-stressing";) . I would expect that this extra stress will cost bass response. "
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John:
I have always used this technique. It is MHO that this pre-stressing is a temporary effect that is minimized a short time after the guitar is strung. Besides, all arched backs are 'pre-stressed' when they are glued to the body, since the cross bracing does nothing to generate a longitudinal arch.
Question Quote:
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they claim that these guitars sound MORE bassy, and closer to the original Martin sound. I'm not saying this can't be true, but if it is true, I would like to know the physics behind it.
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John:
"Simply because a true spherical arch is more resistant to vibration. This is the primary reason that I don't prefer the profiled arch around the perimeter of the top. The guitars I have played that have that construction are too stiff and lacking in bass response. I think that the best vibration occurs when the edge of the top is in a single plane. I do bevel the kerfing, particularly in the waist area of the tight-waisted shapes. But I have found that with the small amount of arch that I use, very little beveling of the kerfing is necessary on dreadnoughts.
Another arching tip that I have mentioned before is the asymmetrical top arching that I use. This is done to counteract the torque that the bridge applies to the top. My braces have a 25 foot radius arch, except in the area below the bridge (lower bout). In that area, my braces are perfectly flat. This results in a bridge that is slightly "tipped back" when the guitar is unstrung. With tension, the torque on the bridge will rotate it, making it level with the plane of the edge of the top. IMHO, this produces the best chance for vibration."
John