Macaulay's Equation: Calculate I & Learn E,I Properties

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Discussion Overview

The discussion centers around Macaulay's equation, specifically focusing on the properties of the second moment of area (I) and its calculation in the context of beam bending. Participants explore the definitions and significance of I, as well as its relationship to the material and geometric properties of beams.

Discussion Character

  • Technical explanation
  • Conceptual clarification
  • Debate/contested

Main Points Raised

  • One participant expresses uncertainty about the appropriate forum for their question regarding the calculation of I in Macaulay's equation.
  • Another participant suggests that the topic may be more relevant to mechanical engineers, indicating a potential gap in knowledge among the current participants.
  • A participant defines I as the mass moment of inertia, explaining it as a measure of how mass is distributed relative to the axis of bending, and provides a mathematical expression for its calculation.
  • Another participant describes Macaulay's method as a manual calculation technique for beams, noting that I represents the second moment of area and providing its mathematical definition.
  • A later reply reiterates that I is the second moment of area for beams, providing a specific formula for symmetrical cross-sections and suggesting that calculations for unsymmetrical beams are more complex.

Areas of Agreement / Disagreement

Participants generally agree on the definition of I as related to the second moment of area, but there are differing views on its calculation and the context in which it is applied. The discussion remains unresolved regarding the best methods for calculating I, particularly for unsymmetrical beams.

Contextual Notes

Some participants highlight the complexity of calculating I for different beam shapes and the reliance on engineering reference books for standard values, indicating limitations in the discussion regarding specific calculation methods and assumptions about beam geometry.

bracey
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Dont know if this is the right place to post this, so let me know if it isnt!

I have just started studying macaulays equation and for every question i have done i have always been given the values of E and I. I know what E is and i was just wondering what I is and how it can be calculated. Is it something to do with the area of the beam, is it a geometrical property or a material property?
 
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I have never heard of this, you said beam, so perhaps the Mechanical engineers will know about it.
 
I'm not familiar with the specific method you've described (maybe I am, I just don't recognize the name).

I is the mass moment of inertia. It is a measurement of how far away from the axis of bending the mass is located.

If your beam runs in the 'Z' direction, then your mass moment is calculated like this:

[tex]\int{X^2 + Y^2}dm[/tex]

This is a nasty calculation for anything other than simple shapes, and is typically looked up from a book or calculated by computer.
 
Macauley's Method (or the 'Method of Singularity Functions') is a neat way of doing manual calculations for beams. It's simple to perform but the underlying mathematical concept is quite sophisticated. It's been largely superseded by the finite element method now that computers are commonplace.

For static beam bending problems, I is the 'second moment of area':

integral (y^2 dA)

where y is the distance of the (infinitesimal) area dA from the neutral axis. This is analogous to the 'second moment of mass':

integral (y^2 dm)

used in dynamics. Unfortunately, both are given the symbol 'I' and both are sometimes called the 'moment of inertia'.

'I' can be calculated from first principles but the simple formulas for the most common cross-sections are usually picked from an engineering reference book.
 
bracey said:
Dont know if this is the right place to post this, so let me know if it isnt!

I have just started studying macaulays equation and for every question i have done i have always been given the values of E and I. I know what E is and i was just wondering what I is and how it can be calculated. Is it something to do with the area of the beam, is it a geometrical property or a material property?


I is the second moment of area for the beam - cross sectional beam Ixx = bd^3/12 where b= breadth d=depth when the cross section is symetrical for unsymetrical beams it a little harder to explain on here contact me with your email address and i will send you an attachment with my own working
 

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