Metal Bracket Calculation Fails

HI
I attach a model of a metal bracket for which the calculation fails. I don’t understand where is the mistake
Thank you for your help.
Staffe_Pann_Trave.pmx (4.1 MB)

  1. It’s better to enable Nlgeom for now and set Nonlinear to Yes for compression only constraint.
  2. Isn’t the spring stiffness for compression only constraints (90000000 N/mm) too large ? It converges with lower value.
  3. You can’t fix rotations directly for solid elements.
  4. The mesh should be refined in the thickness direction.

Problem solved
Thank you