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Tag Archives: UDFs
Biaxial bending update 2
It was recently reported that the VBA version of the biaxial bending spreadsheet was returning incorrect results when the neutral axis was exactly parallel to the Y axis. This problem has now been fixed, and the revised spreadsheet can be … Continue reading
Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged ACI 318, AS 3600, biaxial bending, Eurocode 2, Excel, Reinforced Concrete, UDFs, ULS Design Functions, VBA
5 Comments
Beam geometric non-linear effects – Python version
In 2018 I posted Beam geometric non-linear effects with a VBA based spreadsheet to calculate beam actions and deflections under combined transverse and axial load, allowing for geometric non-linear effects. I have now converted the code to Python, linking to Excel … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged Excel, Frame Analysis, Non-linear geometry, Python, PyXLL, Second order effects, UDFs
1 Comment
py_Conbeam – 5
… or perhaps one more. Following the previous post I have modified the py_BeamAct3D function to fix some problems with the non-linear analysis. The latest version, together with an additional spreadsheet comparing results with Strand7, can be downloaded from: py_ConBeamU.zip … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, Strand7, UDFs
Tagged beam analysis, Cantilever beams, continuous beams, Excel, Python, PyXLL, py_BeamAct3D, py_Conbeam, Strand7, UDFs
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py_Conbeam – 4
The last post in the current series compares results from the py_Conbeam function with beam analysis results from the Strand7 FEA software. There have been further significant changes to the Python code and the spreadsheet, so please download the latest … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, Strand7, UDFs
Tagged beam analysis, Cantilever beams, continuous beams, Deflection due to shear, Excel, Python, PyXLL, py_Conbeam, Strand7, UDFs
1 Comment
py_Conbeam – 3
Continuing from the previous post, we will move on to the py_Conbeam and py_MovLoad functions, that combine with the previous functions to analyse continuous beams with any number of spans and section types, under static or moving loads. As before, there … Continue reading