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Castigliano's theorem!!!
Is rogy right?I somewhat, am not able to follow what rogy tries to say!!!- ramakanth
- Post #16
- Forum: Structural engineering general discussion
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Castigliano's theorem!!!
OK, but as you mentioned in case of force method of analysis for indeterminate structures the no. of unknowns exceed the no. of available equilbrium equations.As mentioned by Austim and yourself there could be a no. of possible solutions for the set of forces which satisfy equilbrium but only...- ramakanth
- Post #13
- Forum: Structural engineering general discussion
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Castigliano's theorem!!!
You mentioned: "In fact these are not the only two sets of reactions possible. Mathematically, you have four unknowns (three reactions at fixed end and one at the propped end) but you will have only three equations of equillibrium if you do not consider compatibility condition. So you have...- ramakanth
- Post #11
- Forum: Structural engineering general discussion
