Bridge pin angles

Phillip Ford fordpiano@earthlink.net
Fri, 29 Apr 2005 13:28:01 -0700 (GMT-07:00)


>>>So in your example of pulling a string up until it breaks and
>>>seeing immediate indentation, this 'pinching' from the sidebearing is a
>>>bigger contributor than the downbearing.
>>>
>>>Phil F
>>
>>Not to mention that if your string's designed to be at 150 lbs tension at 
>>60 percent breaking strength you would have to pull the string to 250 lbs 
>>(nominally - probably more) to break it.  That runs the 5.4 lbs 
>>'pinching' figure up to 9.0 lbs and the downbearing figure from 2.7 lbs 
>>up to 4.5 lbs for a total of 13.5 lbs.  That's getting up there.  I'm not 
>>surprised that that would indent the cap.
>>Phil F
>
>Me either, but then that's not nearly the PSI load the first increasing MC 
>cycle will put on the bridge, so the typical capping and pinning 
>configuration appears to be doomed to crushing the notch edge if it lives 
>where there are humidity swings.
>
>Ron N

Agreed.  Maybe the first test for your capping material should be to put on 
a few strings and pull them up until they break.  If you see any significant cap 
indentation then it's back to the drawing board.

Phil F



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