Chris
On Mon, Feb 25, 2008 at 9:24 AM, Marlou Rodriguez
<mbrodrig@mbrodriguez.com> wrote:
> What are the current structural engineering practices for Strawbale. In
> the past we have used the Post and Beam system. We have also used the
> double wall system with strawbale in the middle. I know that Tipping
> Mar Assoc in the bay area has been involved with the testing of
> strawbale as a structural element.
>
> What are the current practices now with these type of structures?
>
> Marlou B. Rodriguez, S.E.
> MBRodriguez Engineering, Inc.
> 2355 Oakland Road, Suite 14
> San Jose, CA 95131
> Tel: 408-432-4866 x200
> Cell: 408-761-5013
> email: mbrodrig@mbrodriguez.com
>
>
>
> -----Original Message-----
> From: sscholl2@juno.com [mailto:sscholl2@juno.com]
> Sent: Saturday, February 23, 2008 11:08 PM
> To: seaint@seaint.org
> Subject: Re: Flagstaff, AZ
>
> why don't you consider a straw bale structure?
>
> Stan Scholl, P.E.
> sscholl2@juno.com
> _____________________________________________________________
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