The extreme bending moment caused by the total of a uniformly distrib...
The centre of the load is acting at L/2, and the BM is given by WL/2.
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The extreme bending moment caused by the total of a uniformly distrib...
Understanding Bending Moments in Cantilever Beams
When a cantilever beam is subjected to a uniformly distributed load (W) over its entire length (L), the resultant bending moment at the fixed support is a critical factor in structural analysis.
Key Concepts
- Cantilever Beam: A beam fixed at one end and free at the other. It can support a load along its length but will experience bending moments due to these loads.
- Uniformly Distributed Load (UDL): This is a load that is spread evenly across the length of the beam, resulting in a consistent load per unit length.
Calculation of Bending Moment
The maximum bending moment (M) at the fixed end of a cantilever beam subjected to a uniformly distributed load can be derived from basic principles of equilibrium and mechanics.
- The total load (W) acting on the beam is equal to the load intensity (w) multiplied by the span (L):
W = w * L.
- The formula for the maximum bending moment at the fixed support for a uniformly distributed load is:
M = WL/2.
Why Option A is Correct
- This equation indicates that the maximum bending moment occurs at the fixed support, which is crucial for the design and safety of structures.
- The bending moment (M) is directly proportional to the total load and the length of the beam, highlighting the importance of both parameters in structural integrity.
Conclusion
In summary, for a cantilever beam with a uniformly distributed load, the maximum bending moment is accurately represented by the formula M = WL/2, confirming that option 'A' is indeed the correct answer. Understanding this principle is essential for engineers and architects in ensuring the safety and functionality of structures.