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Re: Timber shear values

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Joe:
There is also a revision on how to handle concentrated
shear loads near a support that is described in the
link. You can't ignore them anymore. 
Irv
--- Joseph Grill <j.grill(--nospam--at)attbi.com> wrote:
> Timber shear valuesThanks,
> 
> I had thought that there was probably some
> explanation, but I just couldn't find it myself.
> 
> Joseph R. Grill, PE
>   ----- Original Message ----- 
>   From: AWC Info 
>   To: 'SEAINT Listserver (seaint(--nospam--at)seaint.org)' 
>   Sent: Thursday, March 27, 2003 5:45 AM
>   Subject: Timber shear values
> 
> 
>   Here's a link to a white paper we published that
> gives a little more detail on the changes to shear
> design values for lumber:
> 
>  
>
http://www.awc.org/Publications/papers/NDS2001article.pdf
> 
> 
>   


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