Results of ofeli/demos/solid/beam/
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touzani
OFELI(*) calculates the following displacements for the beam at its free end (node=1,0,0)
1 -0.0002417 0.00015
Calculating manually(**) (linear elastostatics, independent straight bendings in direction 2 and 3 gives
1 -0.000033 0.0000422
(*) Actual tarball, Windows XP SP3, Codeblocks 10.05, MinGW 4.5
(**) (F*L^3)/(3*EI) and (27*F*L^3)/(128*EI),
F=Pointforce in dof 2 or 3, I=2.moment of Inertia regarding dof 2 or 3.