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 July 05, 2024 at 10:09 UTC
Version: 2024.07.05.0957_4f0bd584
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 |
+5.3229E-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 |
-5.7300E-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 |
-1.7023E-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 |
+1.3947E-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 |
+4.5157E-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 |
+2.9591E-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 |
-1.6730E-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 |
-5.2023E-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 |
+1.4733E-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 |
-1.2518E-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 |
-3.7107E-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 |
+1.8022E-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 |
-2.0484E-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 |
-3.6580E-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 |
+1.7852E-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 |
-2.0034E-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 |
-3.4171E-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 |
-5.1634E-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 |
-2.6231E-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 |
+6.0946E-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 |
-6.2792E-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 |
-2.0299E-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 |
+1.9491E-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 |
+4.8962E-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 |
-2.4917E-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 |
-2.5090E-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 |
+2.8229E-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 |
+3.7616E-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 |
+2.0317E-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 |
-1.7246E-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 |
-6.5677E-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 |
+1.6382E-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 |
-1.4004E-09 |
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 |
+1.7694E-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 |
+4.3694E-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 |
-4.6414E-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 |
+1.8088E-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 |
+1.8183E-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 |
-2.4480E-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 |
-5.3167E-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 |
+5.7319E-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 |
+1.7016E-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 |
-1.3947E-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 |
-4.5103E-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 |
+5.3167E-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 |
-5.7319E-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 |
-1.7016E-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 |
+1.3947E-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 |
+4.5103E-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 |
+5.3167E-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 |
-5.7319E-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 |
-1.7016E-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 |
+1.3947E-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 |
+4.5103E-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 |
+2.9591E-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 |
-1.6732E-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 |
-5.2023E-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 |
+1.4735E-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 |
-1.2518E-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 |
-3.7115E-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 |
+1.8023E-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 |
-2.0484E-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 |
-3.6575E-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 |
+1.7853E-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 |
-2.0032E-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 |
-3.4171E-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 |
+2.7226E-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 |
-1.8583E-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 |
-3.8817E-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 |
+1.4209E-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 |
-9.3677E-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 |
+7.9842E-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 |
-5.2549E-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 |
-1.7230E-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 |
-9.1937E-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 |
-1.4508E-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 |
+1.6651E-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 |
+1.8448E-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 |
-2.4767E-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 |
+2.3431E-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 |
+1.7886E-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 |
-2.4820E-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 |
+1.3883E-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 |
+1.8673E-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 |
-2.2719E-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 |