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Re: Laterally Loaded Piles

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For years I have used a point 5 ft below the ground surface as fixity in firm 
soil and 10 ft for soft soil.  If you have a good read-out on the soil (from 
soils engineer) you can determine the moment in the pile using " L-Pile ".  
Hope this helps.

Tom Coull, PE
TBCoull(--nospam--at)aol.com