Beam geometric non-linear effects – end loads

Following the previous post, I found some errors in the Python code:

  • Point loads applied at the left hand end generated incorrect results.
  • The effect of beam deflections on shear forces was not included.

These problems have now been fixed, and updated code and a revised spreadsheet have been added to the download file at:

py_GeomK.zip

The screenshots below show results with end point loads, compared with results from Strand7 and the 3DFrame spreadsheet:

This entry was posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Newton, PyXLL, UDFs and tagged , , , , , , . Bookmark the permalink.

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