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Karamba.GHopper.Results Namespace

Classes that implement graphical user interfaces for retrieving results
Classes
  ClassDescription
Public classComponent_ApproximatePrincipalStrains
GH-component that approximates the principal strain directions from the model deformation at arbitrary points.
Public classComponent_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.
Public classComponent_BeamForces
GH-component that retrieves section forces for all beam elements of the model.
Public classComponent_BeamResultantForce
GH-component that retrieves maximum resultant section forces for all beam elements of the model.
Public classComponent_DeformEnergy
GH-component that retrieves deformation energies of the elements of the model.
Public classComponent_ForceFlowLines_GUI_0_OBSOLETE
GH-component that returns force flow line in shell in the global direction provided at intersection point of given line with shell. The considered loadcase is that set at the nearest upstream ModelView-component.
Public classComponent_NodalDisp
GH-component that returns nodal displacements: translations/rotations in global x-, y-, and z-direction; rotations about global x-, y- and z-axis.
Public classComponent_PrincipalForcesDirs_GUI_0_OBSOLETE
GH-component that calculates principal section force directions for each element of a shell. The considered loadcase is that set at the nearest upstream ModelView-component.
Public classComponent_PrincipalMomentLines_GUI_0_OBSOLETE
GH-component that returns principal moment lines at intersection point of given line with shell. The considered loadcase is that set at the nearest upstream ModelView-component.
Public classComponent_PrincipalStressDirs_GUI_0_OBSOLETE
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.
Public classComponent_PrincipalStressLines_GUI_0_OBSOLETE
GH-component that returns principal stress lines at intersection point of given line with shell. Load-cases get superimposed as defined in the nearest upstream ModelView-component.
Public classComponent_Reaction
GH-component that returns reaction forces and moments at supports.
Public classComponent_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.
Public classComponent_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.
Public classComponent_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.
Public classComponent_UserIsoLines
GH-component that returns iso-lines at intersection point of given line with shell based on user supplied values.
Public classComponent_UserStreamLines
GH-component that returns stream lines at intersection point of given line with shell based on user supplied tangent vectors.
Public classComponent_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%
Public classSubComponent_ForceFlowLines
Public classSubComponent_IsoLines
Public classSubComponent_PrincipalForcesDirs
Public classSubComponent_PrincipalMomentLines
Public classSubComponent_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.
Public classSubComponent_PrincipalStressLines
Public classSubComponent_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.
Public classSubComponent_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.
Public classSubComponent_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%
Public classSubComponent_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%