I would like to ask you something about the code, that you wrote before. When I use it and compare the results I see that the results, which have been output with APDL differ from those in Ansys Workbench. The equivalent stress in my txt file is always lower that the one in the solution in Workbench. For the last substep in solution I have a value 4798.8 MPa and in txt file is around 2500Mpa... How do I know that the node with the maximum value has been chosen? n