Tag Archives: Macaulay’s Method

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 , , , , , , , | 1 Comment

Daily Download 4: Continuous Beam Analysis

Today’s download files contain several alternative functions for analysing continuous beams. The most flexible is the ConBeamU spreadsheet, which in addition to the continuous beam function also contains functions for single span beams and cantilevers, and for fixed end moments and … Continue reading

Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA | Tagged , , , , , | 15 Comments

Continuous Beam Spreadsheet – with Units

The spreadsheet previously known as Macaulay has been updated to include “unit aware” versions of all the included functions, and has been renamed “ConBeamU”, to make it more obvious what it does.  The new spreadsheet (including full opens source code) can be … Continue reading

Posted in Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA | Tagged , , , , , | 21 Comments

Cantilevers with shear deflections

At the end of last year I updated the Macaulay spreadsheet to include shear deflections for continuous beams, but this facility was not added to the Cantilever function.  That has now been fixed in the latest version, that can be … Continue reading

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Using UDFs – Continuous Beam Example

Recently (well a month ago) a comment was left at Continuous Beams with Shear Deflections asking for a tutorial on how to use the ConBeam User Defined Function (UDF).  In this post I will give detailed instructions for the ConBeam function, but similar … Continue reading

Posted in Arrays, Beam Bending, Excel, Frame Analysis, Newton, UDFs, VBA | Tagged , , , , , , | Leave a comment