Civildiego
Structural
Hello all,
I've a problem with the definition of a uniform torque load on a simple beam element. The element type is the b31os (the one that consider warping).
It's possible to define a line load but only on displacements degrees of freedom.But I'm trying to apply a rotational force per unit length in torsion analysis of open section.
The section is an I-SECTION and is not defined with shell elements.
Thanks
I've a problem with the definition of a uniform torque load on a simple beam element. The element type is the b31os (the one that consider warping).
It's possible to define a line load but only on displacements degrees of freedom.But I'm trying to apply a rotational force per unit length in torsion analysis of open section.
The section is an I-SECTION and is not defined with shell elements.
Thanks