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RE: Seismic Deflection Criteria for "Penthouses"
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- Subject: RE: Seismic Deflection Criteria for "Penthouses"
- From: "Bill Allen" <T.W.Allen(--nospam--at)cox.net>
- Date: Wed, 26 Oct 2005 05:55:01 -0700
|
Doug –
Thanks for your response, but I was looking more for a code interpretation rather than an opinion on behavior.
Regards,
<snip>
This can vary if the frequency of the waves are more in tune with the top floors. This is a rare occurrence.
doug copp |
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