### Categories

### RSS Feed

### Search NewtonExcelBach

### Archives

### Top Posts

- Using Goal Seek on Multiple Cells
- Cubic Splines
- Using LINEST for non-linear curve fitting
- Solving Quadratic, Cubic, Quartic and higher order equations; examples
- The angle between two vectors, Python version
- Commenting a block of code in VBA
- Drawing in Excel 7 - Creating drawings from coordinates
- Weighted Least Squares Regression, using Excel, VBA, Alglib and Python
- Arrays vs Collections vs Dictionary Objects (and Dictionary help)
- Fitting high order polynomials

### Recent Comments

Two forks in the Cel… on Tam Lin dougaj4 on Tables and VBA Cameron Wallace on Tables and VBA Evaluating text with… on Reinforced Concrete Section An… Freek van Gilst on On not using Hungarian Notatio… dougaj4 on Reinforced Concrete Section An… dougaj4 on Section Properties with MeshPY… metroxx on Section Properties with MeshPY… dougaj4 on Section Properties with MeshPY… metroxx on Section Properties with MeshPY… metrox on Excel Uservoice and Python for… sado on Reinforced Concrete Section An… dougaj4 on Drawing in Excel 7 – Cre… Section Properties w… on Downloads Charalampos Dala on Drawing in Excel 7 – Cre…

# Category Archives: Beam Bending

## Evaluating text with units and finding the neutral axis

A few weeks ago a comment asked for guidance on finding the moment capacity of a reinforced concrete section. This post will look at finding the depth of the neutral axis (NA) in a rectangular section, with a single layer of … Continue reading

Posted in Beam Bending, Concrete, Excel, Maths, Newton, UDFs, VBA
Tagged depth of neutral axis, elastic analysis, EvalU, evaluate text strings, evaluate units, Excel, Reinforced Concrete, UDF, ULS analyis, unit aware, VBA
Leave a comment

## Section Properties with MeshPY, including torsion and warping

I recently discovered robbie van leeuwen’s structural engineering blog, which has an open-source set of Python routines for calculation of section properties, including torsion and warping constants. The program uses the MeshPY Library for generating the finite element meshes required … Continue reading

Posted in Beam Bending, Concrete, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Maths, Newton, Numerical integration, NumPy and SciPy, Strand7, UDFs, VBA, xlwings
Tagged Excel, MatPlotlib, MeshPY, Python, section properties, Torsion, UDF, VBA, Warping
4 Comments

## Composite Beam Spreadsheet Update 1.01

Following a comment here, I have modified the Composite Beam spreadsheet to correct the stage 1 stresses forces in the reinforcement as listed in Columns 6 and 7, when the tensile face is the top. The output has also been … Continue reading

Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged AS 3600, AS 5100, Composite beam design, Excel, Prestressed concrete, Reinforced Concrete, UDF, VBA
Leave a comment

## Stepping through 3DFrame

Following a recent comment this post looks at the code for setting up the stiffness matrix for a 3D frame, and how to step through any selected part of the code. The general procedure for setting up a 3D stiffness matrix, … Continue reading

Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, UDFs, VBA
Tagged 3DFrame, Debugging UDFs, Debuging VBA, Excel, UDF, VBA
Leave a comment

## Setting up UDF Applications

Following a recent comment, this post looks at setting up a user defined function (UDF) on a blank worksheet, using the ConBeamU function as an example. To use a UDF, the VBA code for the function must either be included … Continue reading

Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Newton, UDFs, VBA
Tagged ConBeamU, Excel, resize array functions, UDF, VBA
1 Comment

## Stress increments in prestressed concrete beams

The two main Australian Standards covering prestressed concrete structures (AS 3600, Concrete Structures, and AS 5100 Part 5, Concrete Bridges) put a limit on the allowable increase in stress in reinforcement and prestressing strands and tendons, when the load increases from … Continue reading

Posted in Beam Bending, Concrete, Excel, Newton, UDFs, VBA
Tagged AS 3600, AS 5100, Excel, Prestressed Concrete Design, Stress increment, UDF, VBA
2 Comments

## 3DFrame update

The update to the Glob_to_loc3 and Loc_to_glob3 functions (and associated functions) has now been transferred to the 3DFrame spreadsheet, which will now give correct results when beams are defined in the global negative Z direction. The revised spreadsheet (including full … Continue reading

Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, VBA
Tagged 3D frame analysis, Excel, moment release, spring end release, Strand7, VBA
12 Comments