64. Crossed beams with couplings
This test covers multiple load cases with forces and moments applied to nodes that are coupled to various sets of the solid domain representing a junction of aligned beams with multiple different features including wedges and cutouts. Such loaded nodes are coupled in a soft sense. The solid domain is constrained on one end via a node which is rigidly coupled to a corresponding surface.
Geometry and setup
This test uses geometry 31 simple crossed beams aligned global axes.
Load cases
There are 28 load cases in total.
Test results
Table last updated on September 10, 2025 at 13:44 UTC
Version: 2025.09.10.1323_fcc273e8
test |
case |
scalar |
expected |
output |
delta |
tolerance |
status |
test_path |
|---|---|---|---|---|---|---|---|---|
0064 |
LC01_load_+X_F_1-0-0 |
maximum_displacement > tets (m) |
+2.2300E-07 |
+2.2265E-07 |
-0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+5.8118E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-6.1846E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-1.6905E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.4293E-10 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
+5.0949E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC01_load_+X_F_1-0-0 |
total_strain_energy > tets (J) |
+1.1000E-04 |
+1.1044E-04 |
0.4% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
maximum_displacement > tets (m) |
+1.5100E-05 |
+1.5120E-05 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+3.4578E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-1.7996E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-5.3177E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.5736E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC02_load_+X_F_0-1-0 |
total_strain_energy > tets (J) |
+7.4302E-03 |
+7.4302E-03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
maximum_displacement > tets (m) |
+1.5000E-05 |
+1.5041E-05 |
0.3% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
-1.2756E-08 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-3.8051E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
+1.7233E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-2.1386E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC03_load_+X_F_0-0-1 |
total_strain_energy > tets (J) |
+7.3971E-03 |
+7.3971E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
maximum_displacement > tets (m) |
+1.5100E-05 |
+1.5089E-05 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-3.7468E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
+1.7064E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-2.0878E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC04_load_+X_F_1-0-1 |
total_strain_energy > tets (J) |
+7.5083E-03 |
+7.5083E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
maximum_displacement > tets (m) |
+2.1700E-05 |
+2.1713E-05 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-3.6115E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC05_load_+X_F_1-1-1 |
total_strain_energy > tets (J) |
+1.4939E-02 |
+1.4939E-02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
maximum_displacement > tets (m) |
+1.9800E-05 |
+1.9777E-05 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
-5.1518E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-2.6763E-08 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
+5.6475E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
-5.9387E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-2.0767E-08 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC06_load_+X_M_1-0-0 |
total_strain_energy > tets (J) |
+3.1236E-02 |
+3.1236E-02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
maximum_displacement > tets (m) |
+2.1600E-05 |
+2.1578E-05 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+1.9814E-08 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+5.0123E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-2.4687E-07 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-2.4089E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_moments > n_end_-X > RMy (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
+2.9339E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC07_load_+X_M_0-1-0 |
total_strain_energy > tets (J) |
+2.0200E-02 |
+2.0195E-02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
maximum_displacement > tets (m) |
+2.2100E-05 |
+2.2140E-05 |
0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+4.4592E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+2.0444E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-1.8924E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-6.7176E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.7693E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC08_load_+X_M_0-0-1 |
total_strain_energy > tets (J) |
+2.1300E-02 |
+2.1314E-02 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
maximum_displacement > tets (m) |
+3.5700E-05 |
+3.5653E-05 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
-6.8816E-10 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+1.7767E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
+3.7534E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
-4.1691E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC09_load_+X_M_1-0-1 |
total_strain_energy > tets (J) |
+5.2600E-02 |
+5.2560E-02 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
maximum_displacement > tets (m) |
+4.2100E-05 |
+4.2057E-05 |
-0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+1.9131E-08 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+1.8268E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-2.4312E-07 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC10_load_+X_M_1-1-1 |
total_strain_energy > tets (J) |
+7.2700E-02 |
+7.2739E-02 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
maximum_displacement > tets (m) |
+2.2300E-07 |
+2.2265E-07 |
-0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_forces > n_end_-X > RFx (N) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-5.8087E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
+6.1826E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
+1.6905E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
-1.4293E-10 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-5.0913E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC11_load_+X_nP_1 |
total_strain_energy > tets (J) |
+1.1000E-04 |
+1.1044E-04 |
0.4% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
maximum_displacement > tets (m) |
+2.2300E-07 |
+2.2265E-07 |
-0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+5.8087E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-6.1826E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-1.6905E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.4293E-10 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
+5.0913E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC12_load_+X_nP_-1 |
total_strain_energy > tets (J) |
+1.1000E-04 |
+1.1044E-04 |
0.4% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
maximum_displacement > tets (m) |
+2.2300E-07 |
+2.2265E-07 |
-0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+5.8087E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-6.1826E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-1.6905E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.4293E-10 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
+5.0913E-11 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC13_load_+X_P_1-0-0 |
total_strain_energy > tets (J) |
+1.1044E-04 |
+1.1044E-04 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
maximum_displacement > tets (m) |
+1.5100E-05 |
+1.5120E-05 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+3.4580E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-1.8001E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-5.3178E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+1.5735E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC14_load_+X_P_0-1-0 |
total_strain_energy > tets (J) |
+7.4302E-03 |
+7.4302E-03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
maximum_displacement > tets (m) |
+1.5000E-05 |
+1.5041E-05 |
0.3% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
-1.2757E-08 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-3.8050E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
+1.7232E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-2.1389E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC15_load_+X_P_0-0-1 |
total_strain_energy > tets (J) |
+7.3971E-03 |
+7.3971E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
maximum_displacement > tets (m) |
+1.5089E-05 |
+1.5089E-05 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-3.7475E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
+1.7064E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-2.0878E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC16_load_+X_P_1-0-1 |
total_strain_energy > tets (J) |
+7.5083E-03 |
+7.5083E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
maximum_displacement > tets (m) |
+2.1713E-05 |
+2.1713E-05 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-3.6115E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.0000E+03 |
+1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC17_load_+X_P_1-1-1 |
total_strain_energy > tets (J) |
+1.4939E-02 |
+1.4939E-02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
maximum_displacement > tets (m) |
+3.0153E-07 |
+3.0153E-07 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+2.7784E-10 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-1.8453E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+0.0000E+00 |
-3.8080E-11 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_moments > n_end_-X > RMy (Nm) |
-7.3196E+00 |
-7.3196E+00 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
reaction_moments > n_end_-X > RMz (Nm) |
-9.3850E-01 |
-9.3847E-01 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC18_Acc_1-0-0 |
total_strain_energy > tets (J) |
+4.7454E-05 |
+4.7454E-05 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
maximum_displacement > tets (m) |
+6.7276E-06 |
+6.7276E-06 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+1.6455E-09 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-9.9211E-10 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_moments > n_end_-X > RMx (Nm) |
+7.3196E+00 |
+7.3196E+00 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_moments > n_end_-X > RMy (Nm) |
+0.0000E+00 |
+8.4245E-10 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
reaction_moments > n_end_-X > RMz (Nm) |
-5.6093E+02 |
-5.6093E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC19_Acc_0-1-0 |
total_strain_energy > tets (J) |
+1.5793E-03 |
+1.5793E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
maximum_displacement > tets (m) |
+6.7097E-06 |
+6.7097E-06 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
-5.3602E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-1.7669E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+9.3850E-01 |
+9.3847E-01 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+5.6093E+02 |
+5.6093E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
+0.0000E+00 |
-9.6199E-10 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC20_Acc_0-0-1 |
total_strain_energy > tets (J) |
+1.5795E-03 |
+1.5795E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
maximum_displacement > tets (m) |
+6.5800E-06 |
+6.5787E-06 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
-1.4891E-09 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+9.3850E-01 |
+9.3847E-01 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+5.5362E+02 |
+5.5362E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-9.3850E-01 |
-9.3847E-01 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC21_Acc_1-0-1 |
total_strain_energy > tets (J) |
+1.5655E-03 |
+1.5655E-03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
maximum_displacement > tets (m) |
+9.5100E-06 |
+9.5127E-06 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+8.2581E+00 |
+8.2581E+00 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+5.5362E+02 |
+5.5362E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-5.6187E+02 |
-5.6187E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC22_Acc_1-1-1 |
total_strain_energy > tets (J) |
+3.1535E-03 |
+3.1535E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
maximum_displacement > tets (m) |
+2.3000E-05 |
+2.3020E-05 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-3.1773E+02 |
-3.1773E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+1.1034E+03 |
+1.1034E+03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-7.8571E+02 |
-7.8571E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC23_wedge_F_1-1-1 |
total_strain_energy > tets (J) |
+1.6607E-02 |
+1.6607E-02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
maximum_displacement > tets (m) |
+5.8900E-05 |
+5.8948E-05 |
0.1% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+1.7738E-08 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+1.8535E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-2.4596E-07 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC24_wedge_M_1-1-1 |
total_strain_energy > tets (J) |
+1.0931E-01 |
+1.0931E-01 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
maximum_displacement > tets (m) |
+1.7200E-05 |
+1.7160E-05 |
-0.2% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+3.6250E+02 |
+3.6250E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+4.2321E+02 |
+4.2321E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-7.8571E+02 |
-7.8571E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC25_roller_F_1-1-1 |
total_strain_energy > tets (J) |
+9.1303E-03 |
+9.1303E-03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
maximum_displacement > tets (m) |
+4.1290E-05 |
+4.1290E-05 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+2.4753E-08 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+1.7969E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-2.4644E-07 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC26_roller_M_1-1-1 |
total_strain_energy > tets (J) |
+1.2653E-01 |
+1.2653E-01 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
maximum_displacement > tets (m) |
+6.3911E-06 |
+6.3911E-06 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
+1.2500E+02 |
+1.2500E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
+3.7500E+02 |
+3.7500E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-5.0000E+02 |
-5.0000E+02 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC27_mid_+Z_F_1-1-1 |
total_strain_energy > tets (J) |
+1.9734E-03 |
+1.9734E-03 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
maximum_displacement > tets (m) |
+3.0660E-05 |
+3.0660E-05 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_forces > n_end_-X > RFx (N) |
+0.0000E+00 |
+1.4775E-08 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_forces > n_end_-X > RFy (N) |
+0.0000E+00 |
+1.8781E-07 |
-0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_forces > n_end_-X > RFz (N) |
+0.0000E+00 |
-2.2541E-07 |
0.00 |
0.10 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_moments > n_end_-X > RMx (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_moments > n_end_-X > RMy (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
reaction_moments > n_end_-X > RMz (Nm) |
-1.0000E+03 |
-1.0000E+03 |
-0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |
0064 |
LC28_mid_+Z_M_1-1-1 |
total_strain_energy > tets (J) |
+1.0875E-01 |
+1.0875E-01 |
0.0% |
0.01 |
✓ pass |
0064_geometry-0031_crossed-beams-coups |