Solid mechanics, castiglianos second theorem

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Discussion Overview

The discussion revolves around the application of Castigliano's second theorem in solid mechanics, specifically focusing on determining deflections and support reactions in beam structures under applied forces. The scope includes theoretical and mathematical reasoning related to strain energy calculations.

Discussion Character

  • Technical explanation, Homework-related, Mathematical reasoning

Main Points Raised

  • One participant seeks guidance on determining the strain energy U for a beam under an applied force P using Castigliano's second theorem.
  • Another participant suggests calculating the moment (M) and shear force (V) first, then using the integral formula for U to proceed with the differentiation for final displacement.
  • A different participant expresses a desire to determine support reactions for a structure using the same theorem but indicates feeling stuck and lacking necessary literature.
  • One participant humorously notes a policy about starting new threads for new problems, implying a preference for thread organization.

Areas of Agreement / Disagreement

The discussion contains multiple viewpoints on how to approach the problems, with no consensus on the methods or solutions presented.

Contextual Notes

Participants mention the need for specific calculations and formulas but do not clarify all assumptions or dependencies involved in their approaches.

Who May Find This Useful

Students or practitioners in solid mechanics, particularly those interested in applying Castigliano's theorem to beam deflection and support reactions.

kantti
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http://img237.imageshack.us/i/lahaka.jpg/
So... I need to determine the deflection of the beam under applied force P due to flexural deformation using castiglianos second theorem.

Simply, delta = dU / dP

How do I determine the strain energy U for the given system?
 
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first calculate M and V ...from there calculate U using formulae...
as in one using moment is...
U=integral(0 to L) (M^2/2*E*L) dl...
similarly go wid V..
den differentiate...to get final displacement...
 
Thank you for the reply.

Now I'm stuck on a different problem. I want to determine the support reactions for given structure using the same theorem (see attachment). Axial deformations are considered negligible. This is what i got so far, but now I'm a bit clueless on how to continue. Be gentle, I'm lacking some necessary literature =)
 

Attachments

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well i can solve it...
but there is some kind of policy that for new problm u have to make a new thread...
:smile:
 

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