Reply To: End section strains in beam transient analysis

[Eleonora Vezzani]

Hi!

Thank you for the suggestions and the quick reply, but also using the outres,all,all command I still have this result in post26:

I already looked into VM217, but the only indication that I get is to save the bending moment for each time instant and then use the usual formulas to derive the strain/stress, and even in that case everything is done in post1. I hoped that there would be a quicker way, and that you can provide me some useful indications. 

Thank you in advance!

Eleonora