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The eleLoad command in OpenSees is typically used to apply concentrated or distributed loads directly to structural elements, such as beams, columns, and frames. However, the approach you've suggested, involving the use of equalDOF to connect an elastic BeamColumn element and a quad element, is not ...

you can achieve visualization of your structural models and analysis results using additional tools and workflows pokemon showdown

As of my last knowledge update in September 2021, Py-Tz-Qz contact types are not directly available in the context of soil-retaining wall interfaces within widely used numerical modeling software packages such as Abaqus or ANSYS. These contact types appear to be specific to certain geotechnical mode...

yeah, i have the same problem as you, i don't know why only up