Hi everyone,
I would like to simulate the deformation of a beam which is fixed on both ends and has a central force applied to it.
I have been inspired by this Mathematica example:
I have understood the plane stress operator that is defiined in the beginning. If you want to have a look, how it is constructed I included a PDF where I try to explain that. Now, I would like to change my boundary conditions so to have a central load and to fixed ends.
How would you do that?
Thank you very much!
