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Tag Archives: beam analysis
py_ConBeamU and Strand7 check updates
Following the previous post, I have updated the py_ConBeamU spreadsheet, and the associated check against Strand7 results. The new files can be downloaded from: py_ConBeamU.zip The download file now includes: For more details of the spreadsheet and included functions see … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged beam analysis, Excel, Fixed-end moments, Python, PyXLL, py_Conbeamu, Restrained End Moments, UDFs
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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
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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
py_ConBeam – 2
Continuing from the previous post, today I will be looking at the Macaulay function, that performs the underlying analysis, and the application of this function to cantilevers and single span beams. There have been some significant changes to the Python … Continue reading