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Re: Prestressed Concrete

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Are these going to be driven piles? You can't get much moment capacity from driven piles.
 
Farzin S. Rahbar, SE
David C. Weiss Structural Engineer & Associates, Inc.
(818) 227-8040 Ex. 13 Fax: (818) 227-8041
 
In a message dated 5/6/2009 2:21:08 P.M. Pacific Daylight Time, thilton(--nospam--at)lhcengineers.com writes:

List,

 

I’m working on a pile design for a pier that is subject to very large moments due to a large wave.  Can anybody recommend a reference for designing with significant amounts of mild steel in addition to pre-tensioning strands? 

 

Thanks,

 

Timothy K. Hilton, E.I.

Engineering Intern

 

LHC STRUCTURAL ENGINEERS

P.O. Box 10567

1015 Wade Avenue

Raleigh, NC 27605-0567

 

919.832.5587 x 20

thilton(--nospam--at)lhcengineers.com