Harmonic analysis without stress results

Hi Jousef!

I know the benefits of CSV upload, actually that’s what I use in the definition of my loads. However, it seems not to be availabe in the case of displacements, look at the picture, it’s the definition of my zy constraint for the base of my geometry.

I am allowed to constrain or unconstrain the displacements in any direction but, in case of a prescribed value, this MUST be 0, no chance to give another value nor even a button for CSV uploading. Actually, that’s why I defined the load in the way shown in the previous link I provided.

Anyway, it would be a very interesting point to have the change to define the amplitude directly in a harmonic analysis.

Cheers,

Alex