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RE: AISC shear and moment diag

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Thanks.




>From: "Kestner, James W." <jkestner(--nospam--at)somervilleinc.com>
>Reply-To: <seaint(--nospam--at)seaint.org>
>To: <seaint(--nospam--at)seaint.org>
>Subject: RE: AISC shear and moment diag
>Date: Fri, 17 Jun 2005 09:51:46 -0500
>
>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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