Seismosoft | Earthquake Engineering Solutions

Dear all
Hi, in post yield strain hardening icon, how can i define 3% strain hardening ratio, should i type 3 or 0.03? there is no any example for this.
Tnx

Hi n_siahpolo.

The correct entry would be 0.03 as opposed to 3.

In fact, you will find that if you try to input 3, the program will likely not run.

Best of luck.