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Hi AntoMarinelli,

I opened your model and I solved the issue by remodelling the anchorages plates. Here is the model!

You're welcome!

Hello goksoy.cem,

Could you share the file of your model?

Hello liyanwentj,

As marafini.f says, the eigen command does not call the recorder, look at the attached image and check the custom command that must be added to save the modes of vibration.

Hello Alexia,

The model runs fine; however, I think there are still some units discrepancies in your model. Moreover, I would recommend you to change to a Panalty Handler ( https://www.youtube.com/watch?v=HsgcSR4jj4Q&t=2065s , https://asdeasoft.net/forum/viewtopic.php?f=36&t=2074&p=4280&hilit ...

Hi AntoMarinelli!

I was checking your model, and that issue comes from the improper assignment of the element property to the geometry. To fix it:

1. Unassign the element property (Shell) to all the geometry
2. Select just the faces of your model. To do this, you can use the Work tree > Geometries ...

Dear JKLee,

The built-in function called NodeCouple allows to enter the moment in STKO. The output of this command will print a .tcl file with the following:

# Loads.Force NodeForce
load 16 0.0 0.0 -2000000.0 0.0 0.0 0.0
load 1 0.0 0.0 2000000.0 0.0 0.0 0.0

# Loads.Force NodeCouple
load 16 0 ...

Dear JKLee,

I had quick look at your model and there are some things that got me confused. You have a prescribed nodal rotation, I do not know if what you really wanted to apply because the value is quite high. If you want to apply a moment you can use NodeCouple Condition .

In addition, be ...

Hey gookki, how are you? I was looking at your model and I found that you had applied both, gravity loads and lateral loads in the same analysis. I would recommend splitting those into two analyses. In addition, you should change the Constraints Handler to Penalty (remember that the value of the ...