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Category Archives: Arrays
The speed of loops
Commenting on the Good Practice post, John Tolle pointed out that with a collection it was very much quicker to loop using a For each loop than iterating by index, using a for, next loop. I did some simple tests on this, … Continue reading
Using the DMax Function …
… and an alternative. In this discussion at Eng-Tips I recommended the use of the DMAX() function to extract maximum values from data grouped with different text labels. In the process I needed to adjust the selection criterion to generate the … Continue reading
Extracting data from a 3D range
I recently needed to extract data from a series of tables on separate worksheets, into a form suitable for plotting on an XY graph. In Lotus 123 this would be a piece of cake, since the Lotus @INDEX function has … Continue reading
Continuous beam with varying stiffness
Previous Splinebeam post One of my aims in developing the splinebeam function is to carry out non-linear analysis of reinforced concrete beams, allowing for the greatly reduced flexural stiffness of reinforced concrete sections after cracking of the concrete. To that … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Maths, Newton, UDFs, VBA
Tagged bending moments, continuous beam analysis, Cubic spline, deflections, Excel, shear forces, UDF, VBA
3 Comments
Continuous beam with specified end conditions …
… and/or support displacements. The previous post in this series derived cubic splines with specified end conditions; either a specified curvature or a specified end slope. I have adapted the splinebeam function to allow input of specified end conditions (either a … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Maths, Newton, UDFs, VBA
Tagged bending moments, continuous beam analysis, Cubic spline, deflections, Excel, shear forces, UDF, VBA
1 Comment