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Castigliano's theorem!!!
Since you have'nt replied i presume you have'nt got the answer: Consider a two span continuous beam of spans L1, L2 respectively, this has three supports all pinned.Say both spans have a udl of x KN/m. Now assume rotation of support 1(left extreme) is say "Y", rotation to the left of...- Rogy
- Post #15
- Forum: Structural engineering general discussion
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Castigliano's theorem!!!
When you say compatibility it is meant compatibility of displacements not forces so your question "Can u give one such example for displacement method too(that is where a no. of sets of forces satisy compatibility but only one realistic se satisfies equilbrium" is wrong instead it...- Rogy
- Post #14
- Forum: Structural engineering general discussion
