Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

RE: Prestressed Concrete

[Subject Prev][Subject Next][Thread Prev][Thread Next]

Yeah they are driven. 

 

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


From: FSRahbar(--nospam--at)aol.com [mailto:FSRahbar(--nospam--at)aol.com]
Sent: Wednesday, May 06, 2009 6:11 PM
To: seaint(--nospam--at)seaint.org
Subject: Re: Prestressed Concrete

 

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

 


Remember Mom this Mother's Day! Find a florist near you now.