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"J" For Lateral Torsional Buckling equations

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To: <seaint(--nospam--at)seaint.org>
Subject: "J" For Lateral Torsional Buckling equations
From: "Joseph R. Grill" <jrgrill(--nospam--at)cableone.net>
Date: Mon, 23 Nov 2009 15:52:05 -0700

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 13^th edition of the AISC. Can anyone out there help me out.

Thanks,

Joe

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