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RE: AISC shear and moment diag

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Will:

 

Isn’t that condition really diagram 12 on 2-299 (ASD 9th) mirrored?

 

 

There are also continuous beam tables on 2-312…

 

 

 

David L. Fisher  SE  PE

Senior Principal

Fisher + Partners Structural Engineers inc

372 West Ontario

Chicago 60610        

 

312.573.1701

312.573.1726 fax

312.622.0409 mobile

www.fpse.com        

 

David L. Fisher  SE  PE

Director

Head of Design and Construction

Cape Cod Grand Cayman Holdings Ltd

75 Fort Street

Georgetown Grand Cayman BWI

mobile 312.622.0409

www.ccgch.com

 

 

 

 

 

 

 

 

 

 

 


From: Will Haynes [mailto:gtg740p(--nospam--at)hotmail.com]
Sent: Friday, June 17, 2005 9:37 AM
To: seaint(--nospam--at)seaint.org
Subject: AISC shear and moment diag

 

Does anybody know why AISC doesn't put a 2 span beam with a uniform load on both spans in the shear, moment, and deflection diagram tables? I don't remember seeing it in any of the editions.

 

 



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