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RE: IBC2000 Seismic System Height Limits

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So even if you do a dynamic analysis, are you still not allowed to exceed the system height limits of that table?



Will H.


From:  Mark Gilligan <m_k_gilligan(--nospam--at)yahoo.com>
Reply-To:  <seaint(--nospam--at)seaint.org>
To:  seaint(--nospam--at)seaint.org
Subject:  RE: IBC2000 Seismic System Height Limits
Date:  Wed, 30 Nov 2005 00:38:13 -0800 (PST)
>Turn it into a dual system.  The moment frame not only
>helps overcome the height limit but also helps control
>drift for slender shear walls.
>
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