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- To: "SEAINT" <seaint(--nospam--at)seaint.org>
- From: "vicpeng" <vicpeng(--nospam--at)telus.net>
- Date: Thu, 24 Oct 2002 09:21:00 -0700
I obviously haven't looked enough. Does anyone have an ideas for (allowable) tension across timber fibres (for DFir in this case)?
Don't ask why I want that! I'm doing a "what if" or "how about" investigation that is taking me out to Mars and back :^)
Thor A Tandy P.Eng, MIPENZ
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