################# FESOLVE ################# Model-Data: Node: Number / X / Y / Z / Fx / Fy / Fz / Fxx / Fyy / Fzz / Cx / Cy / Cz / Cxx / Cyy / Czz 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0 0 0 0 2 0.000 10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1 0 0 0 0 3 50.000 2.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 4 50.000 7.750 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 5 100.000 4.500 0.000 10.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 6 100.000 5.500 0.000 10.000 0.000 0.000 0.000 0.000 0.000 0 0 0 0 0 0 Element: Number / NumberOfNodes / Dimension 1 3 2 2 3 2 3 3 2 4 3 2 Material: Number / EModul / Nue 1 3.000e+003 3.000e-001 Element Stiffnessmatrix: 1 3.0826e+003 8.3036e+002 -2.8271e+003 -2.5343e+002 -2.5549e+002 -5.7692e+002 8.3036e+002 8.3111e+003 -3.3585e+002 -8.2216e+003 -4.9451e+002 -8.9423e+001 -2.8271e+003 -3.3585e+002 2.9013e+003 -2.4107e+002 -7.4176e+001 5.7692e+002 -2.5343e+002 -8.2216e+003 -2.4107e+002 8.2476e+003 4.9451e+002 -2.5962e+001 -2.5549e+002 -4.9451e+002 -7.4176e+001 4.9451e+002 3.2967e+002 0.0000e+000 -5.7692e+002 -8.9423e+001 5.7692e+002 -2.5962e+001 0.0000e+000 1.1538e+002 Element Stiffnessmatrix: 2 1.8132e+002 0.0000e+000 7.4176e+001 4.9451e+002 -2.5549e+002 -4.9451e+002 0.0000e+000 6.3462e+001 5.7692e+002 2.5962e+001 -5.7692e+002 -8.9423e+001 7.4176e+001 5.7692e+002 5.2751e+003 4.3831e+002 -5.3493e+003 -1.0152e+003 4.9451e+002 2.5962e+001 4.3831e+002 1.4996e+004 -9.3282e+002 -1.5022e+004 -2.5549e+002 -5.7692e+002 -5.3493e+003 -9.3282e+002 5.6048e+003 1.5097e+003 -4.9451e+002 -8.9423e+001 -1.0152e+003 -1.5022e+004 1.5097e+003 1.5111e+004 Element Stiffnessmatrix: 3 5.3081e+003 6.3312e+002 -5.2009e+003 -5.6194e+001 -1.0714e+002 -5.7692e+002 6.3312e+002 1.5007e+004 -1.3861e+002 -1.4970e+004 -4.9451e+002 -3.7500e+001 -5.2009e+003 -1.3861e+002 5.2751e+003 -4.3831e+002 -7.4176e+001 5.7692e+002 -5.6194e+001 -1.4970e+004 -4.3831e+002 1.4996e+004 4.9451e+002 -2.5962e+001 -1.0714e+002 -4.9451e+002 -7.4176e+001 4.9451e+002 1.8132e+002 0.0000e+000 -5.7692e+002 -3.7500e+001 5.7692e+002 -2.5962e+001 0.0000e+000 6.3462e+001 Element Stiffnessmatrix: 4 3.2967e+001 0.0000e+000 7.4176e+001 4.9451e+002 -1.0714e+002 -4.9451e+002 0.0000e+000 1.1538e+001 5.7692e+002 2.5962e+001 -5.7692e+002 -3.7500e+001 7.4176e+001 5.7692e+002 2.9013e+004 2.4107e+003 -2.9087e+004 -2.9876e+003 4.9451e+002 2.5962e+001 2.4107e+003 8.2476e+004 -2.9052e+003 -8.2502e+004 -1.0714e+002 -5.7692e+002 -2.9087e+004 -2.9052e+003 2.9194e+004 3.4821e+003 -4.9451e+002 -3.7500e+001 -2.9876e+003 -8.2502e+004 3.4821e+003 8.2539e+004 SystemStiffnessMatrix: 1.0913e+004 1.0714e+003 -1.0550e+004 -1.0714e+003 -1.0714e+002 -5.7692e+002 0.0000e+000 0.0000e+000 1.0714e+003 3.0118e+004 -1.0714e+003 -2.9991e+004 -4.9451e+002 -3.7500e+001 0.0000e+000 0.0000e+000 -1.0550e+004 -1.0714e+003 1.0913e+004 1.0714e+003 0.0000e+000 1.0714e+003 -1.0714e+002 -4.9451e+002 -1.0714e+003 -2.9991e+004 1.0714e+003 3.0118e+004 1.0714e+003 0.0000e+000 -5.7692e+002 -3.7500e+001 -1.0714e+002 -4.9451e+002 0.0000e+000 1.0714e+003 2.9194e+004 2.4107e+003 -2.9087e+004 -2.9876e+003 -5.7692e+002 -3.7500e+001 1.0714e+003 0.0000e+000 2.4107e+003 8.2539e+004 -2.9052e+003 -8.2502e+004 0.0000e+000 0.0000e+000 -1.0714e+002 -5.7692e+002 -2.9087e+004 -2.9052e+003 2.9194e+004 3.4821e+003 0.0000e+000 0.0000e+000 -4.9451e+002 -3.7500e+001 -2.9876e+003 -8.2502e+004 3.4821e+003 8.2539e+004 SystemDVector(Forces): Node 3 x: 0.000000e+000 Node 3 y: 0.000000e+000 Node 4 x: 0.000000e+000 Node 4 y: 0.000000e+000 Node 5 x: 1.000000e+001 Node 5 y: 0.000000e+000 Node 6 x: 1.000000e+001 Node 6 y: 0.000000e+000 SystemDisplacementVector: Node 3 x: 4.109716e-002 Node 3 y: -8.668370e-004 Node 4 x: 4.173007e-002 Node 4 y: -3.216461e-003 Node 5 x: 1.414890e-001 Node 5 y: -7.654504e-003 Node 6 x: 1.416249e-001 Node 6 y: -8.255889e-003 SystemReactionForceVector: Node 1 x: -1.000000e+001 Node 1 y: -2.024526e+001 Node 2 x: -1.000000e+001 Node 2 y: 2.024526e+001