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Nesgroup address: misc.consumers.house - Date & Time for the message: /

Author of the message: Bob Morrison

Title of the message:
Re: Wall Removal Question?

Text of the message:
In a previous post BobK207 says...

> I'm glad I'm not the only one questioning those number; they seem a
> little high.
> Maybe the "poor" deflect behavior is due to lower grade timbers being
> wrongly upgraded?  Modulus is a strong function (at least I was told)
> of density (ring spacing), maybe the currecnt timber is just grown too
> fast?
>

Bob:
I think you are also seeing the effect of long term creep due to the
wider ring spacing.  It might be prudent to use higher than required DL
deflection limits, or perhaps take a look at deflections using something
like 1.5DL for service loads to account for the long term creep effects.
This would be similar in methodology to that used in concrete design.
--
Bob Morrison, PE, SE
R L Morrison Engineering Co
Structural & Civil Engineering
Poulsbo WA
.



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