When analyzing the cantilever beam's moment diagram, we can quickly get its area and centroid under certain loading conditions. Let's explore these patterns.
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One fascinating behavior of the cantilever beam is that we can observe a striking pattern when analyzing its moment diagram. At the end of this post, we shall have expressions that help us get the area and centroid of moment diagrams - a helpful skill in later structural topics.

Say we have a series of cantilever beams with different loading conditions:

  1. A couple at the free end
  2. A concentrated point load at the free end
  3. A uniform distributed load from 0 to \(L\)
  4. A uniform varying load from 0 to \(L\) (with the highest magnitude at the fixed support)
Cantilever beam with specific load patterns

Let's analyze the moment expressions of these beams.

Moment Equations

Below is a table of the cantilever beams with different loading conditions. It shows their respective moment equations.

From this table, we can point out one key observation: the moment equations are polynomial functions of the form:

\(M=kx^n\)

  • \(M\) is the internal bending moment at position \(x\).
  • \(k\) is a constant depending on the loads.
  • \(x\) is the position of the cutting plane section.
  • \(n\) is the degree of the moment equation.

The degree \(n\) of the moment equation is an important variable and is the key to all cantilever patterns of such loading conditions.

Notice that the degree increases by one for each subsequent loading condition. If we're dealing with a couple, for example, the degree of the moment equation is zero. With a concentrated point load, the degree is one.

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Moment Diagram: Area and Centroid

Let's draw the moment diagram of our cantilever beams:

One great thing about these moment graphs is it's easy to compute their area and centroid.

For any equation of the form \(y=kx^n\), there is a relationship among the degree (\(n\)), area (\(A\)), and centroid (\(\bar{x}\)). With basic theories on calculus, we can express it using these equations:

\(A=\frac{1}{n+1}bh\)

\(\bar{x}=\frac{1}{n+2}b\)

Example

Let's look at the table again and illustrate an example of using these equations. A concentrated load (with a 1st degree) has an area and centroid of:

\(A=\frac{1}{1+1}bh=\frac{1}{2}bh\)

\(\bar{x}=\frac{1}{1+2}b=\frac{1}{3}b\)

Summary

Let's summarize:

We can observe a striking pattern when analyzing the moment diagram of the cantilever beam.
We can observe it through a series of cantilever beams with the following loading conditions: (1) a couple at the free end, (2) concentrated point load at the free end, (3) uniform distributed load from 0 to \(L\), and (4) a uniform varying load from 0 to \(L\) (with the highest magnitude at the fixed support).
The moment equations are polynomial functions of the form \(M=kx^n\).
The moment equation's degree \(n\) is an important variable.
These moment equations give diagrams in which we can quickly compute for its area and centroid, which are \(A=\frac{1}{n+1}bh\) and \(\bar{x}=\frac{1}{n+2}b\) respectively.

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Created On
June 5, 2023
Updated On
February 23, 2024
Contributors
Edgar Christian Dirige
Founder
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