Seismosoft | Earthquake Engineering Solutions

I acknowledge the time and effort of the developers; it wasn¢t my intention to insult anyone.

<t>Thank you. <br/>
I've tried all the convergence tips, but it wasnt a convergence issue it was the permanent loading magnitude.<br/>
Can you please clarify the units used in elemental permanent loading (is it in kN, kN/m or kN/m^2 of the corresponding loading surface?) because the user manual ...

<t>Hi all,<br/>
I¢m trying to model a steel building based on a foundation slab using a 2D approach. I want to evaluate the performance of the building against vertical displacements applied to the support of a column. All columns in my model are fixed to a foundation RC beam. I want to use the ...

Dear seismo,

this thing is getting really annoying every time I close and open a file (after computer restart) I get the same error.

Hi,

I'm trying to load one of the default load curves from the installation folder of the program and the following error appears: Non Numerical Input: Frequency.

Anyone knows why this is happening?

Thanks

I didnt use a text editor nor tried to reset the units (the units were set by default to kN,m). I merely tried to switch from static pushover analysis to dynamic time history and the entire model "scaled down" to mm and N.

Thank you!
I followed your second suggestion and managed to recover the model.

<t>Hi all,<br/>
I had created a model and ran the analysis. Everything went fine. Aftenwards I closed the program. When I opened the exact same file after a few days there was a massive grey block surrounding my model, the load "vectors" were extremly large and the analysis fail to ran.<br/>
<br ...