Author Archives: dougaj4

Stress blocks in AS 3600

The long awaited update to the Australian Standard for concrete structures (AS 3600 – 2009) provides rules for the design of structures with concrete up to a compressive strength of 100 MPa.  Unfortunately there are a number of significant typographical errors … Continue reading →

Posted in Concrete, Newton | Tagged , , , , | 3 Comments

Tanh-Sinh Quadrature update

Graeme Dennes has been continuing work on his Tanh-Sinh Quadrature function, and recently sent me a revised version, which can be downloaded from: Tanh-Sinh.zip The main change is a new automatic tolerance adjustment feature which automatically increases the tolerance for … Continue reading →

Posted in Excel, Maths, Newton, Numerical integration, UDFs, VBA | Tagged , , , , , , , | 9 Comments

Interactive File List

Microsoft recently introduced the facility to embed a link to a live spreadsheet stored on Windows Skydrive. This is my first attempt to use this facility.  The spreadsheet below is a list of all the files published on this blog, together … Continue reading →

Posted in Excel, UDFs, VBA | Tagged , , | Leave a comment

Update to Beam1 and Beam2

It has just been pointed out that the single span beam spreadsheet presented at Frame Analysis with Excel 1 does not work for a propped cantilever.  The same applies to the spreadsheet for single span sloping beams at Frame Analysis with … Continue reading →

Posted in Beam Bending, Excel, Frame Analysis, Newton | Tagged , , | 3 Comments

Faster Integration with the Tanh-Sinh Method

In my previous post about numerical integration I mentioned that I would be writing about another lesser known method providing better speed and/or accuracy in many cases.  The method is known as Tanh-Sinh quadrature, and has been implemented in Excel by a reader … Continue reading →

Posted in Excel, Maths, Numerical integration, UDFs, VBA | Tagged , , , , , , , | 3 Comments