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RE: PIle Cap Connection

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Hello Bob,

Thank you so kindly for your email. I would appreciate any help from you on Monday, if you have some time to look it into it.

Regards,

Arshad


--- On Thu, 7/10/08, Garner, Robert <rgarner(--nospam--at)moffattnichol.com> wrote:

> From: Garner, Robert <rgarner(--nospam--at)moffattnichol.com>
> Subject: RE: PIle Cap Connection
> To: seaint(--nospam--at)seaint.org
> Date: Thursday, July 10, 2008, 3:10 PM
> There are embedment lengths for strand just like for
> deformed rebar.
> Unfortunately, I'm out of the office shortly and
> don't have time to look
> this up for you until Monday.
> 
> Bob
> 
> -----Original Message-----
> From: arshad vali [mailto:arshadvali(--nospam--at)yahoo.com] 
> Sent: Thursday, July 10, 2008 2:41 PM
> To: seaint(--nospam--at)seaint.org
> Subject: PIle Cap Connection
> 
> Hello All,
> 
> I have a unique situation where the piles could not be
> driven to it's
> full length and therefore had to be cut short. The Rebars
> at the top of
> the pile that would have been been used to develop the
> tension from the
> pile to the pile cap were lost in this process.
> 
> My question is can I use the strands that were exposed from
> the pile to
> develop the tension into the pile cap? If so, what
> percentage of 270 ksi
> can I use for the tension capacity calculation? I would
> like to avoid
> drilling into the pile and epoxing rebar. Any thoughts or
> help would be
> appreciated.
> 
> Thank you so kindly in advance.
> 
> Arshad
> 
> 
>       
> 
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