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Tag Archives: PyXLL
2DFrame-py
… and 3DFrame-py update. I have added code to the 3DFrame-py module to allow simplified input for 2D frame analysis. The revised code and example spreadsheets can be downloaded from: 3DFrame-py.zip There are also miscellaneous minor revisions to the 3DFrame … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, Strand7, UDFs
Tagged 2D Frame analysis, compare to Strand7, Excel, Frame Analysis, MatPlotlib, Numba, PyPardiso, Python, PyXLL
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Alternative iterative solvers
This post looks at alternative solutions to a problem posted on Quora: How can 2^x = 10x be solved? One of the alternatives requires a new function linking to Scipy that has been added to the pyScipy module, that can be downloaded … Continue reading
Posted in Excel, Link to Python, Maths, Newton, NumPy and SciPy, PyXLL, UDFs, VBA
Tagged Brent's method, Excel, Goal Seek, Iterative solvers, Lambert W function, PyXLL, SciPy, UDF, VBA
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Continuous beam animations with VBA and Python
Following a lengthy discussion at Eng-Tips I have developed several functions to generate animations of the effects of applied moving loads. The Python code and examples have been added to the py_ConBeamU.zip file which can be downloaded from: py_ConBeamU.zip Starting … Continue reading
Posted in Animation, Beam Bending, Charts, Excel, Frame Analysis, Link to Python, Newton, PyXLL, UDFs, VBA
Tagged animations, beam analysis, Excel, Fixed-end moments, MatPlotlib, Moving load analysis, Python, PyXLL, py_Conbeamu, Restrained End Moments, UDFs
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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_UMom 1-05
Following the previous post the OptShearCap3600 function has been modified to give correct results with negative bending moments. The revised spreadsheet and Python code can be downloaded from: py_UMom.zip Typical output with negative moment input:
Posted in Beam Bending, Concrete, Excel, Link to Python, Newton, PyXLL, UDFs
Tagged Design for Shear, Excel, longitudinal force due to shear, Python, PyXLL, py_UMom, RC Design Functions, Reinforced Concrete
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