>Keeping the laminations all in same direction is an idea that goes
>other directions then worrying about cracks.
>
>What I was curious about and still havent gotten a straight up
>answer too, is whether or not a laminate board laminated over a
>curved caul with the grain all going in the same direction could
>achieve the same crown and crown support as a ribbed board with ribs
>going perpendicular to the grain. I.e. the strength of the laminant
>panel along the grain compared to the strength of the ribbed board
>along the ribs.
>
>Cheers
>RicB
If you are thinking about the application of a laminated panel
without ribs, this wouldn't have sufficient stiffness to support the
downbearing load if the panel thickness was a standard nominal
thickness (say between 7-9 mm). A panel on its own would have
insufficient sectional depth to achieve the stiffness required.
If you were to use a thicker panel, at some point you would achieve a
satisfactory stiffness but the overall mass of such an assembly would
greatly exceed the mass of a conventionally ribbed panel of normal
thickness.
One of the principal structural benefits of the ribs is that it gives
the overall assembly a sufficient sectional depth that the panel and
ribs can, together as a unit, provide the necessary stiffness.
I'm not suggesting that a laminated panel wouldn't have a higher
stiffness than an equivalent thickness solid panel. It certainly
would, but not enough to support downbearing in its own right. If you
find this hard to believe just laminate a little section for you own
investigation.
Best,
Ron O.
--
OVERS PIANOS - SYDNEY
Grand Piano Manufacturers
_______________________
Web http://overspianos.com.au
mailto:ron@overspianos.com.au
_______________________
This PTG archive page provided courtesy of Moy Piano Service, LLC