Interpretation of releases for structural members:
| Structural members (Grillage, 1D Beam): a release is applied at a specific coordinate referenced from the member start, which corresponds to a member cut (such as an intersection, support location, or load application) | Interpretation of discrete elements: 2D Frame, 3D Frame (calculation phase) | An internal node is generated at the specified release coordinate, dividing the member into segments and positioning the release on the member-start side of this internal cutting node |
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Manual configuration of releases at specific member cuts (left-side, right-side, or bilateral) is not supported. To achieve this level of detail, the project must be converted to a 2D or 3D Frame, where these specific boundary conditions can be defined according to project requirements.