HI
I have a problem that I can’t solve.
I have a steel plate (solid) 200x800x3 mm. fixed on the base side and loaded with a moment on the opposite side. The calculation ends correctly but the results are all null. I don’t understand where the error is
Thank you
Lamina_200_800.pmx (2.8 MB)
Nodes of solid elements don’t have rotational degrees of freedom so applying a moment to them is pointless. You should apply it via rigid body constraint or use shell elements instead.
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Thanks, everything is clear