Solid mechanics, castiglianos second theorem

AI Thread Summary
The discussion centers on using Castigliano's second theorem to determine beam deflection under an applied force. The formula delta = dU/dP is highlighted, emphasizing the need to calculate strain energy U by first determining moments (M) and shear forces (V). The user references the integral formula for U based on moment and expresses confusion about calculating support reactions for a different structure while adhering to forum policies. The conversation reflects a collaborative effort to solve complex mechanics problems while navigating forum guidelines. Overall, the thread illustrates the application of Castigliano's theorem in structural analysis.
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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 =)
 

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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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