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Category Archives: Strand7
Installing 3DFrame-py
Updated 1st Feb 2025. As mentioned in the previous post, the installation process for the 3DFrame-py spreadsheet has changed with the new version. Also there have been some significant changes to the code to fix installation problems. Updated files are … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, Strand7, UDFs
Tagged 3DFrame-py, Excel, Frame Analysis, Geometric non-linearity, Installing Python packages, Material non-linearity, non-linear analysis, Numba, Numpy, PyPardiso, Python, PyXLL, SciPy
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3DFrame-py; with non-linear analysis
Exactly a year since the previous update I have revised the 3DFrame-py spreadsheet with the addition of non-linear analysis options. The new files can be downloaded from: 3DFrame-py.zip Details of file installation, and required software are at: 3DFrame-py Minor revisions … Continue reading
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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Solving the 4 point lift problem …
… with Excel, Python and pyxll. The problem involves the lifting of a precast concrete panel (or any other long thin object) with lifting points at four sections along the length of the panel, and with the load connected to … Continue reading
Posted in Concrete, Coordinate Geometry, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, Strand7, UDFs
Tagged 4 point lifting, Excel, Non-linear solvers, precast lifting, Python, PyXLL, SciPy, UDFs
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