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Karamba.GHopper.Results Namespace |
Classes that implement graphical user interfaces for retrieving results.
Classes| Class | Description | |
|---|---|---|
 | Component_ApproximatePrincipalStrains |
GH-component that approximates the principal strain directions
from the model deformation at arbitrary points.
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| Component_BeamDisplacements |
GH-component that returns displacements along beams: translations/rotations
in global x-, y-, and z-direction; rotations about global x-, y- and z-axis.
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| Component_BeamDisplacements_1_OBSOLETE |
GH-component that returns displacements along beams: translations/rotations
in global x-, y-, and z-direction; rotations about global x-, y- and z-axis.
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| Component_BeamForces |
GH-component that retrieves section forces for all beam elements of the model.
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| Component_BeamForces_1_OBSOLETE |
GH-component that retrieves section forces for all beam elements of the model.
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| Component_BeamResultantForce |
GH-component that retrieves maximum resultant section forces for all beam elements of the model.
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| Component_DeformEnergy |
GH-component that retrieves deformation energies of the elements of the model.
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| Component_ElementQuery | |
| Component_NodalDisp |
GH-component that returns nodal displacements: translations/rotations in global x-, y-, and z-direction;
rotations about global x-, y- and z-axis.
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| Component_NodeForces |
Retrieves section forces for all beams connected to a given node.
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| Component_Reaction |
GH-component that returns reaction forces and moments at supports.
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| Component_Reaction_1_OBSOLETE |
GH-component that returns reaction forces and moments at supports.
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| Component_ShellForces |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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| Component_ShellLineResults |
GH-component that returns results on shells as lines painted on the shell mesh
The considered loadcase is that set at the nearest upstream ModelView-component.
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| Component_ShellSection |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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| Component_ShellVectorResults |
GH-component that returns results on shells as lines painted on the shell mesh
The considered loadcase is that set at the nearest upstream ModelView-component.
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| Component_Utilization |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress is returned and buckling is not considered. 1 means 100%.
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| Component_Utilization_2_OBSOLETE |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress is returned and buckling is not considered. 1 means 100%.
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| DrawAxesOnGh | |
| DrawNumbersOnGh | |
| SubComponent_ForceFlowLines | |
| SubComponent_IsoLines | |
| SubComponent_PrincipalForcesDirs | |
| SubComponent_PrincipalMomentLines | |
| SubComponent_PrincipalStressDirs |
GH-component that calculates principal stress directions at given layer for each shell.
The considered loadcase is that set at the nearest upstream ModelView-component.
The setting of 'Result Threshold' limits the generated strains according to their size.
Load-cases get superimposed as defined in the nearest upstream ModelView-component.
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| SubComponent_PrincipalStressLines | |
| SubComponent_ShellForcesLocal |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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| SubComponent_ShellForcesPrincipal |
GH-component that retrieves section forces for all shell elements of the model.
The considered loadcase is that set at the nearest upstream ModelView-component.
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| SubComponent_ShellSection | |
| SubComponent_ShellSectionDisplacements | |
| SubComponent_ShellSectionForces | |
| SubComponent_ShellSectionStresses | |
| SubComponent_TransverseShearLines | |
| SubComponent_Utilization_Beam |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%.
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| SubComponent_Utilization_Beam_2_OBSOLETE |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%
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| SubComponent_Utilization_Shell |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%.
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| SubComponent_Utilization_Shell_2_OBSOLETE |
GH-component that returns the utilization of beams for each load case according to Eurocode 3. For shells the ratio between Van Mises Stress and yield stress
is returned and buckling is not considered. 1 means 100%
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