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Karamba.GHopper.Results.Deprecated Namespace |
[Missing <summary> documentation for "N:Karamba.GHopper.Results.Deprecated"]
Class | Description | |
---|---|---|
![]() | Component_BeamDisp_GUI_0_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.
|
![]() | Component_BeamForces_GUI_0_OBSOLETE |
GH-component that retrieves section forces for all beam elements of the model.
|
![]() | Component_DeformEnergy_GUI_0_OBSOLETE |
GH-component that retrieves deformation energies of the elements of the model.
|
![]() | Component_DeformEnergy_GUI_1_OBSOLETE |
GH-component that retrieves deformation energies of the elements of the model.
|
![]() | Component_ElementUtilization_GUI_0_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%
|
![]() | Component_ElementUtilization_GUI_1_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%
|
![]() | Component_ForceFlowLines_0_OBSOLETE | |
![]() | Component_IsoLines_GUI_0_OBSOLETE | |
![]() | Component_NodalDisp_GUI_1_OBSOLETE |
GH-component that returns nodal displacements: translations/rotations in global x-, y-, and z-direction;
rotations about global x-, y- and z-axis.
Deprecated on 06.09.2017
|
![]() | Component_Reaction_GUI_OBSOLETE_0 |
GH-component that returns reaction forces and moments at supports.
Deprecated on 06.09.2017
|
![]() | Component_ShellForces_GUI_0_OBSOLETE |
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.
|
![]() | Component_ShellLineResults_GUI_1_OBSOLETE |
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.
|
![]() | DeformEnergy_0_OBSOLETE | |
![]() | NodalDisp_0_OBSOLETE | |
![]() | SectionForce_0_OBSOLETE | |
![]() | SubComponent_ElementUtilization_Beam_Deprecated_1 |
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%
|
![]() | SubComponent_ElementUtilization_Shell_Deprecated_1 |
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%
|
![]() | SubComponent_IsoLines_1_OBSOLETE |