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Thank you! I've overcome the problem doing sth unusual. I applied the load (moment)over a rigid part (a narrow section) bonded at the end of the beam. Although I still do not understand why some nodes were displaced excessively.

Unfortunately my skill on using ANSYS mechanical APDL is too limited. In Workbench, I suppose you could use the "elastic support" provided that you are not interested in knowing the slab's behavior. I'd like to take this opportunity to ask if you have any material, tutorial, book about APDL...

Hello people, I'm new here and I am a beginner Ansys's user too. I hope this forum will help me a lot. I've tried to run a simple simulation, a rectangular cross-section beam strained beyond the elastic limit due to pure bending (the elastic perfectly plastic material model was assumed) but I...