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Category Archives: UDFs
Python code updates – 3DFrame-py
Recent changes to how Python treats comparing a Numpy array to an empty list have resulted in some of my functions returning errors and I am in the process of updating them. Specifically, when an optional argument to a function … Continue reading
Posted in Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, NumPy and SciPy, PyXLL, UDFs
Tagged 3DFrame-py, Excel, Frame Analysis, Numba, Numpy, PyPardiso, Python, PyXLL, SciPy.
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SectionProperties Release 3
Robbie van Leeuwen’s SectionProperties program, (last featured here) has recently been updated to Release 3 with some major changes to the code, including: Full documentation can be found at: SectionProperties docs Changes to the code have required updates to my Excel … Continue reading
Posted in Beam Bending, Concrete, Excel, Finite Element Analysis, Link to Python, Newton, PyXLL, UDFs
Tagged Excel, Python, PyXLL, sectionproperties
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Longitudinal force due to shear – update
In the post RC Design Functions 9.03; compression strut angle adjustment I recommended that when finding the longitudinal force due to shear according to AS 5100.5 (Amendment 1), the effect of increased vertical shear reinforcement should be limited in accordance … Continue reading
Posted in Concrete, Excel, Link to Python, Newton, PyXLL, UDFs, VBA
Tagged Concrete, Design for Shear, Excel, longitudinal force due to shear, Python, PyXLL, py_UMom, RC Design Functions, VBA
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Counting words in a list and dictionary links
This post presents two methods for extracting all the different words from a list and counting the number of occurrences of each word. The spreadsheet, including full open-source VBA code, can be downloaded from: CountWords.zip As an example, I have … Continue reading
Posted in Excel, UDFs, VBA
Tagged Count words, Countif function, Excel, Extract unique words, scripting dictionaries, UDF, Unique function, VBA
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Dynamic charts
A frequently asked question is how to get Excel charts to automatically update when new data is added outside the original selected ranges. The most frequent recommendation (such as here) is to convert the data to a table, then insert … Continue reading
Posted in Charts, Charts, Concrete, Excel, UDFs
Tagged Dynamic charts, Dynamic functions, Engineer v Sheep, Excel, Plotting interaction diagrams, UDFs
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