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RE: AISC shear and moment diag

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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        



312.573.1726 fax

312.622.0409 mobile        


David L. Fisher  SE  PE


Head of Design and Construction

Cape Cod Grand Cayman Holdings Ltd

75 Fort Street

Georgetown Grand Cayman BWI

mobile 312.622.0409












From: Will Haynes [mailto:gtg740p(--nospam--at)]
Sent: Friday, June 17, 2005 9:37 AM
To: seaint(--nospam--at)
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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