Seismosoft | Earthquake Engineering Solutions

I have the same problem,
Now, it says I have -1 days left and thus I cannot use the program. I have tried downloading it again, but still get -1 days left.

<t>Dear<br/>
Thank you for your description If I well understand with this program I could not make capacity spectrum SDSA for different limit state similar with this in SAp 2000. <br/>
I have a lot of problems with Pushe over analysis and unfortunatley after many types to run program I did not ...

<t>I would like to know with this program can I make modal spectral analysis with EC8 .Where i could define this spectar to receive effects of seismic loads<br/>
- can I recieve the performance point Capacity spectrum$Demand spectrumSASD coord system<br/>
P/s The first example for very simple frame ...

I check all information but I can not find some reason for this very simple model Please do i have to snet you this small model

<t>I try to make simple linear analysis -eigen value of two story one bay frame with concetrate mass I have used <br/>
section - rss<br/>
section mat - unc<br/>
matarial - el_mat<br/>
element - effrm<br/>
and mass conctrate in all nod-column - beam<br/>
in my case plane frame - 4 node<br/>
And after ...

_Thank I will check the units -