The Upright
Loading
Loading Case #1:
Spindle to Upright | 0 | 2096.57 | 0 | 0 | 0 | 87.3221405 |
Loading Case #2:
Spindle to Upright | -1080.4 | 2160.8 | 1080.4 | 0 | -48.261468 | -211.65036 |
Loading Case #3:
Spindle to Upright | 759.92 | 1519.85 | 759.92 | 0 | -29.3557096 | 275.4714165 |
Loading Case #4:
Spindle to Upright | -1381.27 | 2762.55 | -1381.27 | 0 | 53.3584601 | -270.5903765 |
Loading Case #5:
Spindle to Upright | 971.55 | 1943.1 | -971.55 | 0 | 43.3991385 | 352.186875 |
Fixtures
Mesh Refinement
Mesh Convergence & Results
Case #1: Rest
Node Size | Max Stress | Location |
---|---|---|
Case #2: Forwards Left
Node Size | Max Stress | Location |
---|---|---|
4 mm |
|
|
3.5 mm |
|
|
3 mm |
|
|
2.5 mm |
|
|
2 mm |
|
|
Case #3: Backwards Left
Node Size | Max Stress | Location |
---|---|---|
4 mm |
|
|
3.5 mm |
|
|
3 mm |
|
|
2.5 mm |
|
|
2 mm |
|
|
Case #4: Forwards Right
Node Size | Max Stress | Location |
---|---|---|
4 mm |
|
|
3.5 mm |
|
|
3 mm |
|
|
2.5 mm |
|
|
2 mm |
|
|
Case #5: Forwards Left
Node Size | Max Stress | Location |
---|---|---|
4 mm |
|
|
3.5 mm |
|
|
3 mm |
|
|
2.5 mm |
|
|
2 mm |
|
|