Castigliano difficulties
Castigliano difficulties
(OP)
Quick question...as a section of a deflected beam under load i have come to...
the integral from 0-L of F/EI(L+R)(L+R)dx. Bit embarrasing but I need some reassurance on the solution to this integral. It's been a while since I had to do this manually.
the integral from 0-L of F/EI(L+R)(L+R)dx. Bit embarrasing but I need some reassurance on the solution to this integral. It's been a while since I had to do this manually.





RE: Castigliano difficulties
http://integrals.wolfram.com/index.jsp
RE: Castigliano difficulties
RE: Castigliano difficulties
For a beam in bending.
U = 1/2 (INTERGAL 0 - L) F^2/EA dx
For a beam in axial loading
Wes C.
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RE: Castigliano difficulties