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Tag Archives: Strand7 check
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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py_ConBeamU and Strand7 check updates-2
Recent work with the py_ConBeamU spreadsheet found that it was returning incorrect results when the last support had a rotation spring restraint. In spite of the checks against Strand7 having 90 different support conditions, none of them included this one, … Continue reading
Posted in Beam Bending, Excel, Link to Python, Newton, PyXLL, Strand7, UDFs
Tagged ConBeamU, Excel, Excel Solver, Maximum deflection, Maximum moment, Strand7 check, UDFs, Units
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ConBeamU and Strand7 check update
Results of the continuous beam spreadsheet were last checked against Strand7 results 10 years ago. I have now updated this check with the latest version (4.19), which can be downloaded from: ConBeamU.zip The download file now includes: The Strand7 check … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
Tagged ConBeamU, Excel, Excel Solver, Maximum deflection, Maximum moment, Strand7 check, UDFs, Units, VBA, Working with units.
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