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RE: AISC shear and moment diag

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yes it would.....ya' beat me too it....

>>> jkestner(--nospam--at)somervilleinc.com 06/17/05 7:51 AM >>>
If the spans are equal, would this not be the same as a pinned - fixed condition?
 
Jim K.

-----Original Message-----
From: Will Haynes [mailto:gtg740p(--nospam--at)hotmail.com] 
Sent: Friday, June 17, 2005 8:37 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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