I am modelling a beam on elastic foundation in OpenSees (TCL). The example I am using is (https://structville.com/2019/12/analysis-of-beams-on-elastic-foundation.html) and I am trying to validate results from it as well.

I am getting a few errors when running whenever I make the beam ends free. I tried to assign zeroLength elements at the discretized points. I am also providing the txt file.

Any help regarding this issue occurring when freeing ends will be helpful

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