ConfaMiky
Guest
Bye to all,
I am carrying out an ansys analysis of a beam where the load is not directed exactly in axis with the beam.
I would need to understand if I just run the analysis as in the case of a standard buckling analysis or how I should proceed.
Another doubt is the interpretation of the results. I'm going to see the modular buckling, but do I have to use it as a security co-effective?
thanks michele
I am carrying out an ansys analysis of a beam where the load is not directed exactly in axis with the beam.
I would need to understand if I just run the analysis as in the case of a standard buckling analysis or how I should proceed.
Another doubt is the interpretation of the results. I'm going to see the modular buckling, but do I have to use it as a security co-effective?
thanks michele