Quote:
Originally Posted by Tim McKnight
Measured by deflection, as is all of our tops and backs, both along and across grain.
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I may be easier to convince with words than you think Tim. If they are stiffer for the same thickness then there must be a mechanism.
The things I have come up with so far after using the phone a friend option are. If you are deflection testing the unbraced board could it come up stiffer because you laminate the nomex into a dome before you brace? Or It may be possible that if enough epoxy soaks into the 0.75mm thick spruce it could account for a gain in stiffness. Any further thoughts?
Jim