In my FEM project, 90% of the times i have to deal with static problems: i push somewhere in the 3D and i obtain a response in the whole structure.
Defining stiffnes as 
[N/µm]
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In my FEM project, 90% of the times i have to deal with static problems: i push somewhere in the 3D and i obtain a response in the whole structure.
Defining stiffnes as [N/µm]