Based on the local member axis, the member stress result gives the following stress components and reference stresses with an associated color palette:
- Stress
- σx
- τy
- τz
- Elastic stress component
- σN
- σMy
- σMz
- σN+My
- σN+Mz
- σM
- Elastic equivalent stresses
- σv,Mises
- σv,Tresca
- σv,Rankine
- σv,Tresca+Rankine
- σv,Bach
It is possible to visualize the stress state on the members and thus also between the members by activating the display of the members connected to the joint and displaying the σx stresses. If there are only negative stresses in the area between the members, the joint is overpressed.