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Re: Cantilevered Cloumn Systems

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Redundant load paths, the lack thereof.

William L. Polhemus, Jr. P.E.
Via iPhone 3G

On Jul 20, 2009, at 11:10 AM, lrhauer(--nospam--at)earthlink.net wrote:

To why can't an R of 2.5 be taken for any cantilevered one story steel column system?

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