Model
Loading Cases
Loading Case | Force (N) |
|---|---|
1 | 409.5887 |
2 | 993.6961 |
3 | 1291.5 |
4 | 1268.2 |
5 | 1652.8 |
All loads found using MATLAB solver, based off values found previously
Fixtures
There are no fixtures for the Tie Rod, it is a loose two force member
Loads
forces act on the bolt holes and are equal and opposite tangent to the tie rod
Mesh
not really sure what to call it but there's where I put the mesh slider
Results
Loading Case | Max Stress (MPa) | Model |
|---|---|---|
1 | ||
2 | ||
3 | ||
4 | ||
5 |
