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Re: light gage metal systems

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Thank you Everyone for your helpful information.  I realize there is a 
chapter in the 1997 UBC however have you seen those equations they are using. 
 It makes rigid diaphragm analysis on a wood building look like a piece of 
cake :-) .  

I'm also interested in talking or corresponding with anyone who has 
experience or who knows of anyone who has experience in designing 3 to 4 
story light gage metal system type (shearwall system) buildings in CA.

Thanks again for your input.