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Re: Rigid Diaphragm Analysis

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In a message dated 5/8/99 8:20:40 PM, NDZ28(--nospam--at) writes:
>What I want to know is how many of those involved in writing this code
>have extensive experience in designing wood structures as opposed to major 
>concrete or steel structures, and how many had the opportunity to follow
>up on the performance of those structures after the '94 Eq?   
This discussion is getting intense.  Conspicuously absent are declared 
members of the Wood & Light Gage Steel Subcommittee of the Seismology 
Committee of SEAONC. Are any members of that subcommittee lurking, and if so 
can you shed some light on this subject?

Ralph Hueston Kratz, S.E.
Richmond CA