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RE: Engineering Spec

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A Kennedy (Maria Shriver, whose mother was a Kennedy) married Arnold, the
Governator.

Mark E. Deardorff, Structural Engineer
Burkett & Wong
San Diego, CA 

 

> -----Original Message-----
> From: Reza Dashti Asl [mailto:rezadashti(--nospam--at)hotmail.com] 
> Sent: Tuesday, July 25, 2006 10:11 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: Engineering Spec
> 
> Wow!
> It is actually the second time you have agreed with Bill in 
> the last couple of weeks! What's next? A Kennedy marrying a 
> repulican? Sounds like something from an Arnold movie!
> 
> Reza Dashti
> Vancouver, BC
> 
> >From: "David Fisher" <dfisher(--nospam--at)fpse.com>
> >Reply-To: <seaint(--nospam--at)seaint.org>
> >To: <seaint(--nospam--at)seaint.org>
> >Subject: RE: Engineering Spec
> >Date: Mon, 24 Jul 2006 09:39:21 -0500
> >
> >I think Bill is correct.
> >
> >
> >
> >David L. Fisher SE PE
> >
> >Senior Director
> >
> >
> >
> >Cape Cod Grand Cayman Holdings Ltd. - Cayman
> >
> >Fisher+Partners Structural Engineers Ltd. - Cayman
> >
> >372 West Ontario Chicago 60610
> >
> >75 Fort Street Georgetown Grand Cayman BWI
> >
> >319 A Street Boston 02210
> >
> >
> >
> >
> >
> >312.573.1701
> >
> >312.573.1726 facsimile
> >
> >312.622.0409 mobile
> >
> >
> >
> >www.ccgch.com
> >
> >www.fpse.com
> >
> >
> >
> >
> >
> >
> >
> >
> >
> >
> >
> >   _____
> >
> >From: Polhemus, Bill [mailto:BPolhemus(--nospam--at)wje.com]
> >Sent: Monday, July 24, 2006 9:38 AM
> >To: seaint(--nospam--at)seaint.org
> >Subject: RE: Engineering Spec
> >
> >
> >
> >What is the context? Are you working for a metal building 
> manufacturer?
> >
> >
> >
> >My first impression would be that it means not to have a 
> non-prismatic 
> >portion at the end of the beam (at the connection).
> >
> >
> >
> >For example, see this link:
> >
> >
> >
> >http://ois.nist.gov/nistpubs/technipubs/recent/search.cfm?dbibid=8430
> >
> >
> >
> >   _____
> >
> >From: dave lowen [mailto:jatech(--nospam--at)kwic.com]
> >Sent: Monday, July 24, 2006 9:16 AM
> >To: seaint(--nospam--at)seaint.org
> >Subject: Engineering Spec
> >
> >
> >
> >List
> >
> >
> >
> >I have a clause in a spec. that states 'Beam to column moment 
> >connections shall not be designed with a haunch unless 
> otherwise noted 
> >on the drawings."
> >
> >
> >
> >Can someone define 'haunch'?
> >
> >
> >
> >This project is in Texas if that makes a difference.
> >
> >
> >
> >Regards,
> >
> >Dave Lowen
> >
> >V 519 587 5797
> >
> >F 519 587 5138
> >
> >E jatech(--nospam--at)kwic.com
> >
> >
> >
> ><< image001.jpg >>
> 
> 
> 
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