Categories
RSS Feed
Search NewtonExcelBach
Archives
Top Posts
- Using LINEST for non-linear curve fitting
- About Newton Excel Bach
- 3DFrame Ver 1.03 and Frame4 Ver 3.07
- Downloads
- Cubic Splines
- XLDennis, the MSDN Library, and VBA rant
- Filling Blanks with Go To-Special (and local help rant)
- Linking Excel to C - 2
- Daily Download 4: Continuous Beam Analysis
- Writing Arrays to the worksheet - VBA function
Recent Comments

Z on Downloads py_xlCBA – Sup… on py_xlCBA update 
dougaj4 on Downloads 
Z on Downloads py_xlCBA update | Ne… on Calling PyCBA from Excel 
Z on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
khoitsma on Continuous beam animations wit… 
Z on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… 
Z on Reinforced concrete elastic an… 
Z on Reinforced concrete elastic an… 
dougaj4 on Downloads 
dougaj4 on Installing Adobe Reader non-DC…
Tag Archives: Mohr’s Circle
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: … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, UDFs, VBA
Tagged Excel, Gauss Points, Mohr's Circle, Plate stresses, Strand7, UDF, VBA
1 Comment
Mohr’s Circle and Plate Stresses and Actions
The functions described in this post can be found in the download file PlateStress.zip, including examples and full open source code. The function MCircle returns the plane stress components (XX, YY and XY stress) for any specified stress field, when rotated through a … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, UDFs, VBA
Tagged Excel, Gauss Points, Mohr's Circle, Plate stresses, Strand7, UDF, VBA
1 Comment