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Feature Overview
Arne Martensen edited this page Nov 6, 2025
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| Sematic | BHoM type | RFEM type | Notes | Implementation |
|---|---|---|---|---|
| Node | Node | Point | Point + Constraint |
|
| Edge | Edge | Line | Curve + Constraint |
|
| Member | Bar | Member |
|
|
| Panel | Panel | Surface | Plane Surface |
|
| Opening | Opening | Opening | Opening of Panels |
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| Sematic | BHoM type | RFEM type | Notes | Implementation |
|---|---|---|---|---|
| Nodal Support | Constraint6DOF | Nodal Support | Can Only be Pushed in combination with a node push |
|
| Line Support | Constraint6DOF | Line Support | Can Only be Pushed in combination with a Edge push |
|
| Surface Support | Constraint6DOF | Surface Support |
|
|
| Hinges | Constraint6DOF | Hinge | Can Only be Pushed in combination with a Bar push |
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| Sematic | BHoM type | RFEM type | Notes | Implementation |
|---|---|---|---|---|
| Material | ISectionProperty | Section | Mainly focussin on Steel and Concrete |
|
| Section Properties | ISectionProperty | Section |
|
|
| Surface Properties | ISurfaceProperty | Thickness |
|
| Sematic | BHoM type | RFEM type | Notes | Implementation |
|---|---|---|---|---|
| Load Case | Loadcase | Load Case | Comparing the BHoM LC with the RFEM6 LC ther is not 1:1 relationship between them. Users should be carfull when pushing Load case when it comes to imposed or snow loads. |
|
| Load Combination | LoadCombination | load_combination |
|
| Sematic | BHoM type | RFEM type | Notes | Implementation |
|---|---|---|---|---|
| Nodal Load | NodalLoad | Nodal Load |
|
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| Line Load | GeometricalLineLoad | Free/Line Load |
|
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| Bar Load | BarUniformlyDistributedLoad | Member Load | Applied loads need to be either in X,Y or Z direction |
|
| Area Load | AreaUniformlyDistributedLoad | Surface Load/Free Polygonal Loads |
|
| Sematic | BHoM Request Type | Notes | Implementation |
|---|---|---|---|
| Nodal Results | NodeResultRequest | Only Node Reactions |
|
| Bar Results | BarResultRequest | ResultTypes for BarForce, BarDeformation, BarStress, BarStrain and BarDisplacement |
|
test