PlateStress Update

The functions from the PlateStress spreadsheet (details here) will be incorporated in the FEA spreadsheets currently being presented.

In the process of using these functions I made a couple of improvements:

  • The required sequence of the Gauss Points numbers was clarified:
  • The plate angle input was modified, so that for a straight beam a single value would be accepted:

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This entry was posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, UDFs, VBA and tagged , , , , , , . Bookmark the permalink.

1 Response to PlateStress Update

  1. Pingback: Plane Strain FEA – Non linear staged analysis | Newton Excel Bach, not (just) an Excel Blog

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