T1:Is it feasible to convert a metal connection through the API from RFEM 6 to Tekla (202-)?
To clarify what I mean by “feasible”:
Is it possible to establish a standardized method to convert each specific type of connection (e.g., beam-to-beam, beam-to-column, column-to-concrete, etc.)? Are there any existing examples or references for this?
Does the implementation require using more than one programming language?
The API Service for Joints is planned for the future. So, I cannot offer you existing examples for now. I am not familiar with the possibilities of the Tekla API, so it would be advisable to contact Tekla support regarding their API implementation.
Our Dlubal API supports primarily Python. There is also a C# client available via NuGet.