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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