Return to index: [Subject] [Thread] [Date] [Author]

Re: AISC shear and moment diag

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Will,

I don't know why AISC took it out but I believe it was item #29 in the old seventh edition blue colored manual.

Thomas Hunt, S.E.
ABS Consulting



"Will Haynes" <gtg740p(--nospam--at)hotmail.com>

06/17/2005 07:37 AM

Please respond to
<seaint(--nospam--at)seaint.org>

To
seaint(--nospam--at)seaint.org
cc
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.
 
 


Find just what you're after with the new, more precise MSN Search - try it now!
******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********