How do I derive an equation for deflection of an end loaded cantilever beam?

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SUMMARY

The discussion focuses on deriving the equation for deflection of an end-loaded cantilever beam using the Euler-Bernoulli beam theory. Participants recommend referencing the Euler-Bernoulli beam equation, which provides the foundational principles necessary for this derivation. The conversation emphasizes the importance of understanding beam mechanics to accurately calculate deflection in structural engineering applications.

PREREQUISITES
  • Understanding of the Euler-Bernoulli beam theory
  • Familiarity with basic mechanics of materials
  • Knowledge of differential equations
  • Proficiency in structural analysis techniques
NEXT STEPS
  • Study the Euler-Bernoulli beam equation in detail
  • Explore the concept of boundary conditions in beam deflection
  • Learn about different loading conditions on cantilever beams
  • Investigate numerical methods for beam deflection analysis
USEFUL FOR

Students, structural engineers, and anyone involved in mechanical design or analysis of cantilever beams will benefit from this discussion.

jonny9
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Hey everyone, am new to this forum and i have a few questions some of you will hopefully be able to help me with. I need to derive an equation for deflection of an end loaded cantilever beam. The instructions I have are pretty vague, so i would appreciate any help you guys can offer. Thanks
 
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Hello Jonny,

Welcome to PF. The following link might help you get started:
http://en.wikipedia.org/wiki/Euler%E2%80%93Bernoulli_beam_equation"
 
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