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RE: Engineering Spec

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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

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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