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The results on element nodes (such as force) cannot be extracted using the "Extract Chart Data" command. If those nodes are also the fixed ones, you can simply extract reactions at those nodes and change the sign. Otherwise, it can be done using the PythonAPI script. If you need it and you don't kno...

Actually is perfectly right. The difference between the rigid link and the EDOF is that: The equal dof simply sets each slave DOF equal to the same DOF of the master node Instead the rigid link couples the displacement of the slave to both the displacement and rotation of the master They coincide on...

1、I create a model but can`t analysis. the error is can`t find option atrribute .I can`t find where is the error. I attached the model. If you expand the error trace-back, you will see it belongs to the force beam column: beam-error-1.png You assigned a fiber section directly to an edge. This is no...

1) Please see first screenshot. I believe I need to split geometries of the foundation block to connect the core walls. Please confirm. If so, how do I do this in the most effective way? I would like to try to avoid splitting the entire sol domain. Is there any constraints that can be applied so I ...

Now, can I send you the model to some e-mail for your revition? because I want to start my final project with the model that I got made works. Unfortunately we do not include this customized revision of private models in the research license. But you can share here your dubts about analysis results...

Dear Kristijan, Merging 2 STKO's files completely (geometries, materials, elements and so on) is not yet supported, even though we are working on it. What you can do now is to Export the geometry of one file and import it to another. However, this works only for the CAD Geometry itself. You lose the...

Hello everybody! Tell me, how do you make reports on your experiments? Is there any ready-made report template that can be used?

This seems to be off-topic. What do you need exactly?

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The model with the cylindrical local axes should be the correct one. Even though there should be no difference because your section is symmetric. I think what you are getting is some wrong results due to ill-conditioning of the global matrix. The system is elastic, but as you can see it iterates a l...