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Re: Two way Slab Moment coefficients

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Why would they go away?

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

On Jun 16, 2009, at 2:53 AM, "Shiraz Shahid" <sshahid(--nospam--at)engineering-solutions.biz > wrote:

HI



I want to know what’s the current status of the moment coefficients for 2 way slabs in the North America, is its use permitted in certai n circumstances (e.g. small buildings with load bearing walls) or it has been altogether done away with.



Best regards,

Shiraz Shahid.



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