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A fixed beam AB of span l carries
a uniformly distributed load w per unit length for half of the span. The
fixed end moments at ends A and B
are respectively
ANS A 11/192 WL^2 B 5/192WL^2?
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A fixed beam AB of span l carries a uniformly distributed load w per u...


Calculation of Fixed End Moments for Fixed Beam AB

1. Free Body Diagram (FBD)
Draw the free body diagram of the beam AB with the uniformly distributed load acting for half of the span.

2. Reaction Forces
Calculate the reaction forces at ends A and B by taking moments about one of the supports.

3. Shear Force and Bending Moment Diagrams
Draw the shear force and bending moment diagrams for the beam to determine the maximum bending moment.

4. Fixed End Moments
Apply the equations for fixed end moments for a simply supported beam with a uniformly distributed load. The fixed end moments at ends A and B can be calculated as follows:

- At end A: MA = 11/192 * w * l^2
- At end B: MB = 5/192 * w * l^2

5. Explanation
The fixed end moments are calculated based on the distribution of the load and the span of the beam. The equations for fixed end moments take into account the support conditions and the load acting on the beam.

6. Conclusion
By following the steps outlined above, the fixed end moments at ends A and B of the fixed beam AB can be calculated. These moments are essential for analyzing the behavior of the beam under the given loading conditions.
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A fixed beam AB of span l carries a uniformly distributed load w per unit length for half of the span. Thefixed end moments at ends A and Bare respectively ANS A 11/192 WL^2 B 5/192WL^2?
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