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I would like to know how it is distributed to the corner members when using the surfaceload function. I wonder how the load distributed between the two corners that are close to the vertex where they intersect and the middle of the corner.

Above question assumed that I'm defining a surface just to ...

I have several files that I worked on when it was stko 2 version last year. Currently, I can't open the file because I'm trying to use it in the latest version of stko. Although it opens exactly, the upgrade report screen appears and turns off immediately. In the past, there was a situation that ...

I don't know exactly what it means when there is something like a penalty factor in a specific material property. What criteria should this value be entered with?

Additionally, I am not sure what the penalty method of constructions means in the analysis process and how appropriate the alpha value ...

Thank you for your answer. I mistake the recorder about fiber result on postprocessor.

I want to analysis the time history model of the webinar(week16 ex25.scd)using openseesmp, but I don't know how to change the setting.
It's not solved just by using mumps and dividing partitions, but I don't know how.
Is there a summary of how to use openseesmp?

I'm sorry, but can you make an ...

In the post processor function that I know, extract chart data makes only the values of nodes or Gaussian nodes into tables.
I want extract chart of value of the forcebeamcolumn with time history analysis. I can't find separate method, so I try to extract data by text file recorder through custom ...

It's a matter of my lack of knowledge... I don't know how to check the plastic deformation angle through the analysis results.
I used rectangular fiber section. I thought about looking at theta of section deformation, but the value seems to be too small compared to the generated displacement, so I'm ...

Is there a way to check how the plugin function performs calculation?
While studying the DamageTC3D function, I was curious about how it was working, but I don't know exactly how it works.

I made small unit frame model, and I want to get the stiffness matrix of it to make idealized simple bar. How can I check my model's matrix?

Later, I want to receive a specific table from another data and substitute it for stko's element property for comparison. If a module like Pandas is applicable, it seems relatively easy to try, so I added it to the stko python package with pip install-t, but Pandas is partially written in C language ...