Category Archives: UDFs

LatPilePY 1.02

Following some discussion at Eng-Tips and elsewhere I have updated the LatPilePY spreadsheet, previously presented at Lateral pile analysis with PY curves …  This spreadsheet provides User Defined Functions (UDFs) to carry out the analysis of vertical piles under lateral loading, … Continue reading

Posted in Concrete, Excel, Geotechnical Engineering, Newton, UDFs, VBA | Tagged , , , , , , | 3 Comments

Comparing floating point numbers

Some of the issues raised in this post: https://newtonexcelbach.wordpress.com/2011/12/20/when-does-35-not-equal-35/ arose when writing the functions for the previous post on combining arrays.  In particular, when values from the two arrays are “equal” the function should create one entry in the combined … Continue reading

Posted in Arrays, Excel, UDFs, VBA | Tagged , , , , , | 4 Comments

Combining arrays

Part of the Macaulay spreasheet presented in recent posts required the formation of a list of points along a beam where the functions needed to be evaluated.  These are: The support points, the changes of cross section, and the output … Continue reading

Posted in Arrays, Excel, UDFs, VBA | Tagged , , , | 7 Comments

Continuous Beams with Shear Deflections

The Macaulay Spreadsheet has now been modified to optionally include shear deflections, as well as a new option to output support reactions, and fixes to minor bugs. The revised spreadsheet (including full open source code) can be downloaded from: Macaulay.zip … Continue reading

Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA | Tagged , , , , , , | 10 Comments

Continuous Beams With Spring Supports by Macaulay’s Method

Following the last post on this topic: Continuous Beams With Cantilevers by Macaulay’s Method, and by popular demand, I have now updated the continuous beam and single span analysis functions to accept spring translational and moment restraints.  Also added is … Continue reading

Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA | Tagged , , , , , | 36 Comments