Beam Deflection Using Work Methods

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SUMMARY

The discussion focuses on calculating beam deflection at the point of load application using real work methods, specifically avoiding virtual work techniques. The key equation utilized is W = Pδ/2 = U = ∫(M²dx)/(2EI), which relates applied force and deflection to the total strain energy in the beam. The challenge arises from the quadratic nature of strain energy, complicating the analysis when multiple loads are present. The method is confirmed to be applicable for the specific case presented.

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  • Understanding of beam deflection principles
  • Familiarity with linear elastic material behavior
  • Knowledge of strain energy concepts in structural analysis
  • Proficiency in applying work-energy methods in mechanics
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Students and professionals in civil engineering, structural analysis, and mechanics who are focused on beam deflection calculations and energy methods in structural design.

stinlin
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Homework Statement


Find deflection at point of load application.


Homework Equations


See attached.


The Attempt at a Solution



I know the equation to use, but I have NO idea how to apply it here. Also - can't use virtual work. The problem explicitly states real work. How on Earth do I begin this? ^.^
 

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Your attachments aren't available for viewing yet, but the general strategy here is to equate work (applied force times deflection at point of load) and energy (total strain energy in the beam). Does this help?
 
Mapes gave the correct idea.

basically in linear elastic materials

[tex]W = \frac{P \delta}{2} = U = \int_{0}^{L} \frac{M^{2}dx}{2EI}[/tex]

Of course if you notice due to the nature of the strain energy being quadratic function of the loads instead of being linear, it does not allow us to find the displacements for 2 or more loads acting on the structure. This is because we will have multiple unknowns and just 1 equation (the one above).

Your case is solvable by this method.
 

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