Tag Archives: Trapezoidal loads

… and finally py_xlCBA 0.6 with trapezoidal loads

Posted on 11/04/2026 by dougaj4

The latest version of the Python continuous beam analysis program pyCBA is 0.7, allowing for specification of trapezoidal distributed loads, and this is now available with pip. I have updated the py-xlCBA spreadsheet and associated code to use the latest … Continue reading →

Posted in Beam Bending, Excel, Frame Analysis, Link to Python, Newton, PyXLL, Strand7, UDFs | Tagged bending moments, ConBeamU, deflections, Excel, Maximum moment, pyCBA, PyXLL, py_xlCBA, Reactions, shear forces, Specified support deflections, Strand7 check, Trapezoidal loads | Leave a comment

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Tag Archives: Trapezoidal loads

… and finally py_xlCBA 0.6 with trapezoidal loads

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