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Tag Archives: Py_CBA
Calling PyCBA from Excel
PyCBA is a Python based continuous beam analysis program. From the on-line docs: I have set up a spreadsheet based on py_Conbeam that converts the py_Conbeam input to PyCBA format, then runs the PyCBA analysis and returns the results to … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, Strand7, UDFs
Tagged bending moments, ConBeamU, deflections, Excel, Maximum moment, Py_CBA, Reactions, shear forces, Strand7 check, UDFs
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