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RE: Pile supported foundation wall design

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Why not, assuming they are properly designed, detailed, and constructed as
tension piles?

David Finley
M. David Finley, P.E., P.A.
2086 SW Main Boulevard - Suite 111
Lake City, FL  32025
386-752-6400 

>  -----Original Message-----
> From: 	Candi Anderson [mailto:canderson(--nospam--at)mercadoeng.com] 
> Sent:	Tuesday, August 16, 2005 8:03 AM
> To:	seaint(--nospam--at)seaint.org
> Subject:	RE: Pile supported foundation wall design
> 
> Except you don't really want uplift on those rear piles.  P/A should
> exceed the Mc/I component.
> 
> Candi Anderson, P.E.  

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