Example of a 2D frame static loading:

  force at joint "3": F = -200E2; material properties: E = 9E9, A = 0.4, I = 1E-4
	

  Displacements:
  Joint      X               Y                 rot(XY)
  1         -6.6654698e-05  -1.1378083e-04    -1.9055228e-05
  2         -3.3328952e-05  -2.4978081e-04    -1.6010723e-05
  3         -9.4112368e-21  -3.1913117e-04    -7.7346234e-21
  4          3.3328952e-05  -2.4978081e-04     1.6010723e-05
  5          6.6654698e-05  -1.1378083e-04     1.9055228e-05
  6          0               0                 0
  7          1.1111651e-05  -1.1377885e-04    -2.1564809e-05
  8          2.2219628e-05  -2.4978160e-04    -1.5329896e-05
  9          1.5115711e-20  -3.1912728e-04    -5.6545550e-23
 10         -2.2219628e-05  -2.4978160e-04     1.5329896e-05
 11         -1.1111651e-05  -1.1377885e-04     2.1564809e-05
 12          0               0                 0