I wrote:
>The sound transmission is also noticeably
different if you tap the undowelled block then clamp it to the stretcher
and tap it again.
Ron writes:
>>It also is when you tap the undowelled block, and the same
block with just a clamp attached without the stretcher because
you've lowered the resonant frequency and raised the impedance
of the thing with the mass of the clamp. >>
Judging on the immediate evidence ( a freshly fitted block in the shop), that
is not true. The simple added mass of the clamp on just the block doesn't
create anything at all like the audible difference when that clamp connects the
stretcher and the block.
>>A dial indicator, set up
under the stretcher and pinblock (plate firmly screwed to it)
will tell you pretty easily. How much deflection with your
weight on just the stretcher, and your weight on just the
plate/block assembly? I think you'll find the stretcher to be
considerably, possibly profoundly less rigid.<<
I don't think that addresses the topic. What I thought was being
discussed was the change made by connecting the block and stetcher, not comparing them
with each other as stand alone components. If you measure the deflection of
the plate/block clamped in the piano, and then measure what happens when the
stretcher is firmly fixed to the block, I submit there will be a measurable
difference in rigidity.
I am going to measure what a weight will do on the plate block and then,
after I finish the doweling, I will measure it again. I am going to make a
guess that there will be a measurable difference. I also don't know if the
deflection by weight actually provides any measure of the sound transmission
qualities of the structure, (which is the reason I dowel the stretcher)
regards,
Ed Foote RPT
http://www.uk-piano.org/edfoote/index.html
www.uk-piano.org/edfoote/well_tempered_piano.html
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