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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 |
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