Categories
RSS Feed
Search NewtonExcelBach
Archives
Top Posts
- 3DFrame Ver 1.03 and Frame4 Ver 3.07
- Using LINEST for non-linear curve fitting
- About Newton Excel Bach
- Downloads
- Writing Arrays to the worksheet - VBA function
- Filling Blanks with Go To-Special (and local help rant)
- XLDennis, the MSDN Library, and VBA rant
- Daily Download 2: SLS design of reinforced concrete sections ...
- The angle between two vectors, Python version
- Continuous Beam Spreadsheet - with Units
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: Timoshenko
Deflections and Moments in Rectangular Plates
Following a question here I have compared tabulated coefficients for deflections and bending moments in a rectangular plate with results of a Strand7 analysis using 8 noded plate/shell elements. The results are summarised below, and in a spreadsheet which also … Continue reading
Posted in Beam Bending, Curve fitting, Excel, Finite Element Analysis, Newton
Tagged Excel, FEA, Linest, Moody, Pilkey, plate bending, plate deflections, Plate stresses, Roark, Strand7, Timoshenko
7 Comments
More on buckling columns
Coincidentally, at about the same time as I wrote about column buckling for a column with a point load on the end, Autar Kaw at The Numerical Methods Guy was writing about buckling of columns under self weight, using the theory of … Continue reading
Posted in AlgLib, Beam Bending, Excel, Maths, Newton, UDFs, VBA
Tagged AlgLib, column buckling, Excel, Runge-Kutta, Timoshenko, UDF, VBA
1 Comment