Bar End conditions
The Bar - End conditions dialogue controls releases, eccentricities, and end-specific settings for line elements.
Following tools provide this dialogue. Some use full dialogue, others use only reduced version:
- Beam
- Column
- Intermediate section
- Column corbel
- Pile
- Wall foundation
When you open the End conditions tab, the following (or similar) window appears.

Eccentricity in analytical model
Two mutually exclusive options determine where end-releases are applied:
- End-releases applied at ends of theoretical axis – use when the bar connects directly to a shell or to another bar along its centre-line
- End-releases applied at centre of gravity (physical axis) – use when the joint is offset from the axis of the connected bar
- Consider eccentricity caused by cracking in cracked section analysis – include additional offset created by redistributed stresses
Same at both ends
- The same at both ends – when ticked, start and end share identical settings.
Untick to activate Start and End buttons and assign different releases and offsets per end
Releases
- Type – drop-down list of named release sets
- […] – the three-dot button next to the drop-down list opens a dedicated library modification window where you can add, rename, or modify release presets (read below for more detail)
Each degree of freedom has a checkbox and a numeric spring value (0 = free, large number = fixed):
| Translation | Rotation | Warping |
|---|---|---|
| e,x′ – axial | φ,x′ – torsion | v,x' – torsional warping |
| e,y′ – local y | φ,y′ – bending about y | - |
| e,z′ – local z | φ,z′ – bending about z | - |
Quick presets:
- Fixed – sets all components to rigid
- Hinged – releases only bending rotations