### Categories

### RSS Feed

### Search NewtonExcelBach

### Archives

### Top Posts

- Time in hours and minutes between two dates
- Solving Quadratic, Cubic, Quartic and higher order equations; examples
- Weighted Least Squares Regression, using Excel, VBA, Alglib and Python
- Using LINEST for non-linear curve fitting
- Cubic Splines
- Commenting a block of code in VBA
- Using Linest for non-linear curve fitting, examples, hints and warnings
- Downloads
- Latex Maths Text in Excel
- Retrieving unique values from a range or array ...

### Recent Comments

Jose Luna on More updates to ArcSpline and… Lucas Beattie on Drawing in Excel – … marcengineer on More on combined shear and ben… dougaj4 on More on combined shear and ben… Marc on More on combined shear and ben… Sukrit Ghorai on Biaxial bending update dougaj4 on Biaxial bending update Sukrit on Biaxial bending update A not so easy proble… on Pint, MPmath and implied units… dougaj4 on ULS design of circular reinfor… Dakota on ULS design of circular reinfor… Marcus747 on Commenting a block of code in… dougaj4 on Biaxial bending update Sukrit on Biaxial bending update DT67 on Using ConbeamU

# Category Archives: Newton

## A not so easy problem

A seemingly simple problem was posted in my Quora feed: or to put it more mathematically, what three positive integers satisfy the equation: It turns out the answer is not so simple. A full and detailed derivation can be found … Continue reading

## Displaying You-tube transcripts

This is probably widely known, but I only found out this week. I find You-tube informative videos frustrating because you have to sit through 10-20 minutes of video to get maybe 1-2 minutes worth of information. If only you could … Continue reading

## ULS Design Functions 2.16

The ULS Design Spreadsheet has now been updated to Version 2.16, which can be downloaded from: ULS Design Functions The main new feature is the option to design for prestress loads applied to circular tanks. Due to axi-symmetric effects, when … Continue reading

## Secondary moments in prestressed beams with FEA-2

Following the first post in this series, this post compares friction losses in prestressing cables as defined in the Australian Concrete Structures Code (AS 3600), compared with a cable modelled with contact elements in Strand7. The example used is based … Continue reading

Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7
Tagged contact elements, Excel, FEA, Friction losses, prestressing, sticking friction stiffness, Strand7
1 Comment

## Using ConbeamU

This post was prompted by a thread at Eng-Tips: https://www.eng-tips.com/viewthread.cfm?qid=501339 The beam analysis functions in the ConbeamU spreadsheet allow for the use of any SI units, or any non-SI units found in the long list included with the spreadsheet. I … Continue reading

Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
Tagged ConBeamU, Excel, Excel Solver, Maximum deflection, Maximum moment, UDFs, Units, VBA, Working with units
5 Comments