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Re: Steel Building Bracing

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At 05:04 AM 10/30/97 -0800, you wrote:
>I am assuming that the drift you are referring to is due to the deflection
>of the moment frame, not the braced frame. If this is the case, the
>stiffness of the moment frame would have to be adjusted to be satisfactory
>for the custom residence example.
>Bill Allen