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Re: "J" For Lateral Torsional Buckling equations
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- Subject: Re: "J" For Lateral Torsional Buckling equations
- From: Christopher Wright <chrisw(--nospam--at)skypoint.com>
- Date: Mon, 23 Nov 2009 23:15:43 -0600
On Nov 23, 2009, at 6:29 PM, Liaquat Ally Akhand wrote:
For structural purposes J is the torsional stiffness. The polar moment of inertia is the torsional stiffness only for the special case of circular sections"J" is the polar moment of inertia.
The polar moment of inertia is the sum of the cross-sectional moments of inertia, not the root-sum-squareIt 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.
Blodgett is your best resource. It explains everything Just so you'll know. Christopher Wright P.E. |"They couldn't hit an elephant at chrisw(--nospam--at)skypoint.com | this distance" (last words of Gen........................................| John Sedgwick, Spotsylvania 1864)
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- "J" For Lateral Torsional Buckling equations
- From: Joseph R. Grill
- Re: "J" For Lateral Torsional Buckling equations
- From: Liaquat Ally Akhand
- "J" For Lateral Torsional Buckling equations
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