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Re: Seismic Foundation Loading

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Check the load combinations for the Code you are using. At first
glance it appears ASCE 7-05 Basic Combos use full earth load plus full
seismic.

On Thu, May 1, 2008 at 1:51 PM, Amy Swan <ajs789(--nospam--at)gmail.com> wrote:
> For a foundation (parkade) with uneven backfill front and back...is it
> required to include full seismic loading in the load combinations?  i.e.
> full seismic load from parkade and structure above - combined with full
> backfill load?



-- 
Will H.

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