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[SEAOC] Re: [SEAOC] FEA of Wood Structures

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>I am a masters student at Oregon State University.  I am trying to 
>model wood structures using ETABS.  I would appreciate hearing from 
>anyone with information on finite element analysis of wood structures.
>
>..Be sure to release each joint from the assumed rigid diaphram ETABS
assumes at each floor level and to pin all joints if applicable.

>
>
>
John Pepper
The Pepper Engineering Group, Inc.
20895 East Dixie Highway
Aventura, FL 33180

pepper(--nospam--at)netrunner.net

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