Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
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- Posts: 7
- Joined: Wed Aug 03, 2011 12:03 pm
- Location: University of Nevada, Reno
I am trying to use an NDFiber section to couple the torsional behavior of column with the PMM interaction. My question is if the current force based Beam Column element include torsional calculations or does it need to be modified?
- Posts: 3033
- Joined: Tue May 23, 2006 11:23 am
- Location: UC Berkeley
If in 3D, the force-based element will account for torsion if it is assigned to its sections.