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BHoM Lusas Object Relations
Peter Nugent edited this page Nov 28, 2018
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19 revisions
The following outlines what BHoM type that corresponds to each of the Lusas types supported
| BHoM type | Lusas type | Notes |
|---|---|---|
| Bar | Line | Default is a ThickBeam |
| Node | Point | |
| MeshFace | NotSupported | |
| FeMesh | NotSupported | |
| RigidLink | NotImplemented | |
| PanelPlanar | Surface |
| BHoM type | Lusas type | Notes |
|---|---|---|
| Material | Isotropic Material | See material type for more details |
| ISectionProperty | Geomtric Line | |
| IProperty2D | Geometric Surface | |
| LinkConstraint | NotImplemented |
When a material is pushed to Lusas, a generic Isotropic Material will be created irrespective of the type provided. When the material object is pulled from Lusas, the type will default to Steel.
| BHoM Type | Lusas Type | Notes |
|---|---|---|
| RectangleSection | Rectanglular Sections - Solid | |
| BoxSection | Rectangular Sections - Hollow Equal Thickness | |
| FabricatedBoxSection | Rectangular Sections - Hollow Unequal Thickness | 1. Lusas does not support different flange thicknesses. When pushing the top flange thickness is used as the flange thickness. 2. Lusas does not support a weld size, assumed to be the inner radius. |
| CircleSection | Circular Sections - Solid | |
| TubeSection | Circular Sections - Hollow | |
| ISection | I Sections - Equal Flanges | |
| TSection | TSection | |
| FabricatedISection | I Sections - Unequal Flanges | Lusas does not support a weld size, assumed to be the root radius. |
| AngleSection | L Sections - Single | |
| ChannelSection | C Sections - Unlipped | 1. Channel section implemented through section by profile 2.Toe radius not supported by Lusas |
| ZSection | Z Sections - Unlipped | 1. Unequal flange thickness is not supported by Lusas, the flange thickness is used as the thickness when pushed. 2. Toe radius is not supported by Lusas. |
| GeneralisedFabricatedBox | NotSupported | |
| FreeformSection | NotImplemented | |
| KiteSection | NotSupported |
| BHoM Type | Lusas Type | Notes |
|---|---|---|
| CircularSection | NotImplemented | |
| FreeFormSection | NotImplemented | |
| RectangleSection | NotImplemented | |
| SectionFromProfile | NotImplemented | |
| TSection | NotImplemented |
| BHoM Type | Lusas Type | Notes |
|---|---|---|
| Loadcase | Load case | |
| LoadCombinations | Load Combination | |
| GravityLoad | Body Force | |
| PointForce | Concentrated Load | |
| PointDisplacement | Prescribed Displacement | This can be applied to lines and surfaces in Lusas, if pulled this will return an error |
| PointAcceleration | Not Implemented | |
| PointVelocity | Not Implemented | |
| BarUniformlyDistributedLoad | Global Distributed - Per unit Length | If the LoadAxis is Local, then Local Distributed - Line is used |
| BarVaryingDistributedLoad | Internal Beam Distributed | Will create one load per each non-zero component in the Force Vector and the same for the Moment vector |
| BarPointLoad | Internal Beam Point | |
| BarPrestressLoad | NotImplemented | |
| BarTemperatureLoad | Temperature | Only uniform temperature supported |
| AreaUniformalyDistributedLoad | Global Distributed - per unit area | If the LoadAxis is local, then Local Distributed - Area is used |
| AreaTemperatureLoad | Temperature | Only uniform temperature supported |
| BHoM Type | Lusas Type | Default Axis | Notes |
|---|---|---|---|
| NodeReaction | NotImplemented | Global | |
| NodeDisplacement | NotImplemented | Global | |
| BarForce | NotImplemented | Local | |
| BarDeformation | NotImplemented | Local | |
| BarStress | NotImplemented | Local | |
| BarStrain | NotImplemented | Local | |
| MeshResults | NotImplemented | - | |
| GlobalReactions | NotImplemented | Global | |
| ModalDynamics | NotImplemented | - |