FB beam column with NDFiber Section

[schaf218]

Hi,

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?

Thanks

[vesna]

If in 3D, the force-based element will account for torsion if it is assigned to its sections.