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Re: "J" For Lateral Torsional Buckling equations
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- Subject: Re: "J" For Lateral Torsional Buckling equations
- From: Liaquat Ally Akhand <laakhand(--nospam--at)gmail.com>
- Date: Tue, 24 Nov 2009 08:29:32 +0800
Dear, "J" is the polar moment of inertia. It is the square root of summation of square of moment of inertia about "x-axis" and "y-axis". You can find it in any standard Handbook. Regards, On Tue, Nov 24, 2009 at 6:52 AM, Joseph R. Grill <jrgrill(--nospam--at)cableone.net> wrote: > I have a small “T” section that will be a fabricated section. I’m a bit > embarrassed, but I can’t seem to remember how to calculate the “J” for a > section (always been able to pull the value from the tables). It is needed > for Lateral Torsional buckling equations for a tee section in the 13th > edition of the AISC. Can anyone out there help me out. > > > > Thanks, > > Joe > > > > ******* ****** ******* ******** ******* ******* ******* *** * 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 ******* ****** ****** ****** ******* ****** ****** ********
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