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Category Archives: Beam Bending
Beam actions and deflections, 3D or 2D
Two new functions have been added to the ConBeamU spreadsheet, last discussed here. The new version can be downloaded from ConBeamU.zip, including full open-source code. The new functions, BeamAct3D and BeamAct2D calculate forces, moments, deflections and rotations along a 3D … Continue reading
Posted in Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, UDFs, VBA
Tagged 2D beam, 3D beam, beam analysis, BeamAct functions, Excel, UDF, VBA
2 Comments
Moving Load Spreadsheet – update and how to use
As noted in the comments on the previous post on this topic, the moving load function (and also the associated continuous beam functions) have been modified to make data entry more flexible; the output results are unchanged. The modified spreadsheet … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
Tagged ConBeamU, continuous beam, Excel, Macaulay's Method, moving load, Solver, UDF, unit aware, VBA
7 Comments
Continuous Beam spreadsheet with moving load
I have added a moving load function to the ConBeamU spreadsheet, allowing maximum load actions and deflections to be determined in a continuous beam under the influence of a vehicle defined by a number of point loads. The new version … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
17 Comments
Unit aware continuous beam spreadsheet update
The ConbeamU spreadsheet provides Excel user defined functions (UDFs) for the analysis of continuous and simply supported beams and cantilevers using Macaulay’s method. It allows complex combinations of any number of partial distributed loads, point loads and moments, with changes … Continue reading
Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA
Tagged continuous beam analysis, Excel, Macaulay's Method, moment restraint, spring supports, UDF, unit aware, VBA
1 Comment
Python for VBA users- 6; Using Pysparse with Excel
Previous Python Post The analysis of structural frames requires the solution of large sparse matrix systems, which rapidly becomes very time consuming using a VBA based solver, especially for 3D analysis. I have previously presented versions of my frame analysis … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Link to Python, Maths, Newton, NumPy and SciPy, VBA
Tagged Excel, Frame Analysis, PYsparse, Python, sparse matrices, VBA
1 Comment