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

RE: AISC shear and moment diag

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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)]
Sent: Friday, June 17, 2005 8:37 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.

Find just what you're after with the new, more precise MSN Search - try it now! ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * * * Questions to seaint-ad(--nospam--at) 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: ******* ****** ****** ****** ******* ****** ****** ********