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RE: Foundation Upgrade

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Thanks for comments!
Has anybody have worked with Hubbell-A.B. Chance
foundation systems?
I appreciate any idea,
Frank

--- Bill Polhemus <bill(--nospam--at)polhemus.cc> wrote:
> It might be good to "unload" as much of the column
> load as possible. That's
> often no practical, but in any case, make allowance
> for the fact that there
> is sustained load on the existing baseplate at the
> time of the repair.
> 
> Take this into account in your analysis.
> 
> William L. Polhemus, Jr., P.E.
> Polhemus Engineering Company
> Katy, Texas
> Phone 281-492-2251
> Fax 281-492-8203
> 
> 
> -----Original Message-----
> From: Jake Watson [mailto:jwatson(--nospam--at)inconnect.com]
> Sent: Wednesday, March 28, 2001 7:44 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: Foundation Upgrade
> 
> 
> In order to increase to contact area, you can full
> pen. weld a new piece
> around the perimeter.  You will need to stiffen it
> with "fins" from the
> plate back to the column.  This should also help to
> reduce bending in
> the main portion of the plate.
> --
> Jake Watson, E.I.T.
> Salt Lake City, UT
> 
> 
> Fariborz Tehrani wrote:
> >
> > Hi everybody,
> > I'm working on a project that needs substantial
> > foundation upgrading.
> > I'm specifically looking for practical solutions
> for
> > baseplate upgrading i.e. how to make it wider and
> > thicker.
> > I apprceiate any comments or hints on this and/or
> > relative issues.
> > Thanks in advance,
> > Frank
> >
> > =====
> > Fariborz Tehrani,                      Phone:
> (310)801-4237
> > Civil Engineer                           Fax:
> (530)481-9532
> > BSCE, MSCE, PE                    Voice Mail:
> (877)743-6206
> > email: fmtehrani(--nospam--at)msn.com
> > web: www.fmtehrani.com
> >
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=====
Fariborz Tehrani,                      Phone: (310)801-4237
Civil Engineer                           Fax: (530)481-9532
BSCE, MSCE, PE                    Voice Mail: (877)743-6206
email: fmtehrani(--nospam--at)msn.com
web: www.fmtehrani.com

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