Hi Fred
I agree with very much of what you say below. Especially the point you
make about the practical usefulness of using CA or Epoxy in bridge pin
holes relative to helping reduce the occurrence and severity of single
string beats. I remain unconvinced however that it has so directly very
much to do with the pin being firmly rooted in the hole... if for no
other reason then because I find so many many instances where a pin is
very loose and there is no beat... and instances where a pin is tight as
a whistle in a keyhole where there are beats.
I agree also 500 % that crisp and precise terminations definitely are
desirables relating to clean sound... tho to what degree these relate to
the single string beat phenomenon is another question.
Good point on the experiment I suggest. And I agree that increased side
pressure would tend to counter any increase in flagpoling. That said,
one of the main arguments for flagpoling as a source of single string
beats is that the surface area of the bridge face (to about 1-0.5 mm
deep) is not able to hold the pin tightly in the first place. There is
already quite considerable side bearing pressure on the pin to hold the
pin firmly pushed to the far side of the hole already as it were. I
admit I havent any mechanics numbers on hand to back up the postulate...
but I think holding the pin so loosely and so far up in the <<air>> as
it were would indeed result in a net lessening in its ability to stay
stiff in the face of string vibrations. In anycase, you can do the same
experiment with vertical pins and find what amount to the same results.
I did quite a bit of work with a vertical notched bridge pin solution a
while back in developing an alternative to present day bridge agraffes
and bridge / bridge pin terminations a while back. That actually that
was one of the things that got me started off on all this single string
beating thing.
Cheers, and mucho appreciatos for the dialog so far to one and all.
RicB
On Apr 16, 2007, at 5:29 AM, RicB wrote:
> There is so much micro movement going on between the bridge /
> bridge pins / bridge interface with the soundboard that is on a
> scale large enough to contribute directly to a single string
beat
> condition that it is actually quite surprising the loose pin
> explanation got started in the first place... let alone
gained so
> much steam.
Hi Ric,
Interesting thoughts on the "false beat" phenomenon. As to why the
loose pin explanation got started: when it is possible in many, many
cases to clear up false beats by adding a "filler" material next to
the pin, one begins to make assumptions <g>. I guess your contention
is that in applying those materials (CA, epoxy) you are doing more to
stiffen the termination area than to fill the gap. Could be. One way
or another, it has a lot to do with the pin being firmly (relatively
speaking) rooted.
I think some high speed videography might yield real information
on
this issue, as opposed to the conjectures we mostly deal with. Taking
a string that is producing a noticeable false beat, focusing close up
on the bridge pin, seeing whether the pin itself moves, and whether
there is a regular frequency that can be associated with the
frequency of the false beat.
In any event, from a practical standpoint CA and epoxy are good
cures for much falseness. Crisp terminations (well shaped capo or
machined/polished agraffes, new bridge pins without nicks and
grooves, pins firmly held by the bridge, good notching) yield clean
sound, in my experience.
As to your experiment of placing a centerpin between string and
bridge cap, I'm not sure it proves anything about loose bridge pins
(maybe it says something about notching). By raising the string up
the angled pin, you are greatly increasing the side pressure on that
pin, hence "stiffening it against the side of its hole." You are also
somewhat increasing the lever advantage of the string versus the pin,
increasing that effect (of pushing it firmly against the far side of
the hole). So I think, contrary to your reasoning, that you are
reducing the likelihood of flagpoling.
Regards,
Fred Sturm
University of New Mexico
fssturm at unm.edu
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