Trezepe
Aerospace
- Sep 5, 2013
- 8
Hello,
I'm using the MSC SOL 400 for a non-linear transient analysis. I have found out that if I specify a NSM (Non Structural Mass) in the apposite PCOMP/PSHELL field without insert any density value in the material card, during the job-run, the software does not take into account this parameter. So the weight of the structure under study it's not the right weight and all the results are wrong.
Have you ever dealt with a such problem?
Regards
I'm using the MSC SOL 400 for a non-linear transient analysis. I have found out that if I specify a NSM (Non Structural Mass) in the apposite PCOMP/PSHELL field without insert any density value in the material card, during the job-run, the software does not take into account this parameter. So the weight of the structure under study it's not the right weight and all the results are wrong.
Have you ever dealt with a such problem?
Regards