Reply To: Beam with negligible warping resistance.

[RHYLANE]

Yes sure sir. I'm trying to study the response of a curved beam which is subjected to the vertical and lateral moving loads. I have analytical solution based on the assumption of that the warping resistance of the beam is neglected (Iw=0) and I would like to compare it with my result from Ansys workbench. I mean by warping, a torsional response of the beam.