Distributed torsion moment loading

Andrea91Andrea91
Hello,

I would like to model a beam subjected to a distributed torsion moment loading.
As far as I understood, Mecway does not allow to introduce directly a distributed torsion moment [kNm/m].
Probably, I should consider small concentrated moment applied to nodes.
Since I have many nodes, is there a simpler way to introduce this kind of loading condition?

Thanks

Comments

  • kuhlkuhl
    maybe with dummy beams and a force pair on those dummy beams?


  • Andrea91Andrea91
    Yes, this is the only way I have found out. But in my specific case I have many nodes and it becomes coumbersome to deal with.
    I hoped there would be another method.
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