...
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 |