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Re: Strawbale ( use to be RE: Flagstaff, AZ)

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Not sure if it's an option, but you might consider SIP as well.

Chris

On Mon, Feb 25, 2008 at 9:24 AM, Marlou Rodriguez
<mbrodrig(--nospam--at)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(--nospam--at)mbrodriguez.com
>
>
>
>  -----Original Message-----
>  From: sscholl2(--nospam--at)juno.com [mailto:sscholl2(--nospam--at)juno.com]
>  Sent: Saturday, February 23, 2008 11:08 PM
>  To: seaint(--nospam--at)seaint.org
>  Subject: Re: Flagstaff, AZ
>
>  why don't you consider a straw bale structure?
>
>  Stan Scholl, P.E.
>  sscholl2(--nospam--at)juno.com
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