A freely supported beam at its ends is loaded by a central concentrated load then maximum moment is M. If the same weight be equally distributed over the beam, then its maximum moment will be
Understanding the maximum bending moment in a simply supported beam under different loading conditions is fundamental in structural mechanics. We will analyze two specific scenarios: a central concentrated load and an equally distributed load, both with the same total weight.
When a simply supported beam of span length \(L\) is subjected to a central concentrated load \(W\) at its mid-span, the maximum bending moment occurs at the center of the beam. The formula for this maximum moment (\(M_{max,1}\)) is:
\[ M_{max,1} = \frac{WL}{4} \]
According to the question, this maximum moment is given as \(M\). Therefore, we have:
\[ M = \frac{WL}{4} \quad \text{(Equation 1)} \]
Now, consider the same simply supported beam with the same total weight, but this weight is equally distributed over the entire span. If the total weight is \(W\), and it's uniformly distributed, the intensity of the uniformly distributed load (UDL) per unit length, \(w\), can be calculated as:
\[ w = \frac{\text{Total Weight}}{\text{Span Length}} = \frac{W}{L} \]
For a simply supported beam subjected to a uniformly distributed load \(w\) over its entire span \(L\), the maximum bending moment (\(M_{max,2}\)) also occurs at the center and is given by the formula:
\[ M_{max,2} = \frac{wL^2}{8} \]
Substitute the expression for \(w\) (\(w = \frac{W}{L}\)) into the formula for \(M_{max,2}\):
\[ M_{max,2} = \frac{\left(\frac{W}{L}\right)L^2}{8} \]
\[ M_{max,2} = \frac{WL}{8} \quad \text{(Equation 2)} \]
We need to find the relationship between \(M_{max,2}\) and \(M\). From Equation 1, we know that \(M = \frac{WL}{4}\). We can rewrite Equation 2 by observing the common term \(\frac{WL}{4}\):
\[ M_{max,2} = \frac{1}{2} \times \frac{WL}{4} \]
Substitute \(M\) from Equation 1 into this expression:
\[ M_{max,2} = \frac{1}{2} \times M \]
So, the maximum moment when the same weight is equally distributed over the beam is \(M\over 2\).
| Loading Condition | Total Load | Maximum Bending Moment Formula | Maximum Moment in terms of M |
|---|---|---|---|
| Central Concentrated Load | \(W\) | \(M = \frac{WL}{4}\) | \(M\) (given) |
| Equally Distributed Load (UDL) | \(W\) | \(M_{UDL} = \frac{wL^2}{8} = \frac{(W/L)L^2}{8} = \frac{WL}{8}\) | \(M_{UDL} = \frac{1}{2} M\) |
Therefore, if the maximum moment for a simply supported beam with a central concentrated load is \(M\), the maximum moment for the same total weight equally distributed over the beam will be \(M\over 2\).
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