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Re: SEISMIC LOADING ON BASEMENT WALLS

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Steve,
Thank you and to others who responded.
Gary

On 9/30/2010 11:17 AM, Steve Gordin wrote:
Correction
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Steve Gordin SE
Irvine CA



Steve Gordin wrote:
Gary,

<...>  The resultant of that force was applied at the depth from the top of the retained soil equal to the 1/2 of the difference between the toe and heel soil depths.  

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