Load groups: Contextual

addCurveLoad(entity, LoadSEs, Dir, Load)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addCurveLoad(entity, LoadSE, Dir, Load)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addCurveLoad(entity, Name, LoadSEs, Dir, Load)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addCurveLoad(entity, LoadSEs, Dir, Load, Lines)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, LoadSEs, Dir, Load, Line)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, Name, LoadSE, Dir, Load)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addCurveLoad(entity, LoadSE, Dir, Load, Lines)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, LoadSE, Dir, Load, Line)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, LoadSEs, Dir, Load, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addCurveLoad(entity, LoadSE, Dir, Load, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addCurveLoad(entity, Name, LoadSEs, Dir, Load, Lines)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, Name, LoadSEs, Dir, Load, Line)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, Name, LoadSE, Dir, Load, Lines)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, Name, LoadSE, Dir, Load, Line)

Linear load: Add a linear load to the load group

Alias: addCL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.

addCurveLoad(entity, Name, LoadSEs, Dir, Load, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addCurveLoad(entity, LoadSEs, Dir, Load, Lines, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, LoadSEs, Dir, Load, Line, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, Name, LoadSE, Dir, Load, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addCurveLoad(entity, LoadSE, Dir, Load, Lines, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, LoadSE, Dir, Load, Line, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, Name, LoadSEs, Dir, Load, Lines, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, Name, LoadSEs, Dir, Load, Line, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, Name, LoadSE, Dir, Load, Lines, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addCurveLoad(entity, Name, LoadSE, Dir, Load, Line, Phase)

Linear load: Add a linear load to the load group

Alias: addCL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Line (POCCGeomLine) – Line: Line where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addElementTempLG(entity, Temperature, Elements)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..
Elements (PVectorConst) – Elements: Elements to apply the prestress load. Conditions: “” does not exist in the dropdown list. Invalid mix of elements in temperature per element in load.

addElementTempLG(entity, Temperature, SelectionGroup)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addElementTempLG(entity, Name, Temperature, Elements)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..
Elements (PVectorConst) – Elements: Elements to apply the prestress load. Conditions: “” does not exist in the dropdown list. Invalid mix of elements in temperature per element in load.

addElementTempLG(entity, Name, Temperature, SelectionGroup)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addElementTempLG(entity, TemperatureTop, TemperatureBot, Elements)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.
Elements (PVectorConst) – Elements: Elements to apply the prestress load. Conditions: “” does not exist in the dropdown list. Invalid mix of elements in temperature per element in load.

addElementTempLG(entity, TemperatureTop, TemperatureBot, SelectionGroup)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addElementTempLG(entity, Name, TemperatureTop, TemperatureBot, Elements)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.
Elements (PVectorConst) – Elements: Elements to apply the prestress load. Conditions: “” does not exist in the dropdown list. Invalid mix of elements in temperature per element in load.

addElementTempLG(entity, Name, TemperatureTop, TemperatureBot, SelectionGroup)

Temperature on Finite Elements: Add a temperature increase/decrease by finite element

Alias: addETempLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addLinearHydPressLoad(entity, LoadSEs, HydHeight, SpecificWeight)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addLinearHydPressLoad(entity, LoadSE, HydHeight, SpecificWeight)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addLinearHydPressLoad(entity, Name, LoadSEs, HydHeight, SpecificWeight)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addLinearHydPressLoad(entity, LoadSEs, HydHeight, SpecificWeight, Lines)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addLinearHydPressLoad(entity, Name, LoadSE, HydHeight, SpecificWeight)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addLinearHydPressLoad(entity, LoadSE, HydHeight, SpecificWeight, Lines)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addLinearHydPressLoad(entity, Name, LoadSEs, HydHeight, SpecificWeight, Lines)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addLinearHydPressLoad(entity, Name, LoadSE, HydHeight, SpecificWeight, Lines)

Linear hydrostatic pressure: Add a linear hydrostatic pressure load

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Lines (List) – Lines: Lines where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Dir, Load, Nodes)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Dir, Load, SelectionGroup)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Name, Dir, Load, Nodes)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Name, Dir, Load, SelectionGroup)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Dir, Load, Phase, Nodes)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Dir, Load, Phase, SelectionGroup)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Name, Dir, Load, Phase, Nodes)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalLoad(entity, Name, Dir, Load, Phase, SelectionGroup)

Nodal load: Add a load on nodes to the load group

Alias: addNL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalLoadByNodes(entity, LoadGroup, Dir, Load)

Nodal load: Apply load on nodes

Alias: addNLN

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addNodalLoadByNodes(entity, LoadGroup, Name, Dir, Load)

Nodal load: Apply load on nodes

Alias: addNLN

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addNodalLoadByNodes(entity, LoadGroup, Dir, Load, Phase)

Nodal load: Apply load on nodes

Alias: addNLN

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addNodalLoadByNodes(entity, LoadGroup, Name, Dir, Load, Phase)

Nodal load: Apply load on nodes

Alias: addNLN

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addNodalMoment(entity, Moment, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Moment (Double) – Moment.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Moment, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Moment (Double) – Moment.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, MomentDir, Moment, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, MomentDir, Moment, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, Moment, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, Moment, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Moment, Phase, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Moment (Double) – Moment.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Moment, Phase, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Moment (Double) – Moment.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, MomentDir, Moment, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, MomentDir, Moment, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, MomentDir, Moment, Phase, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, MomentDir, Moment, Phase, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, Moment, Phase, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, Moment, Phase, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, MomentDir, Moment, Phase, Nodes)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.
Nodes (PVectorConst) – Nodes: List with the nodes where the load is applied. Conditions: “” does not exist in the dropdown list.

addNodalMoment(entity, Name, MomentDir, Moment, Phase, SelectionGroup)

Nodal moment: Add a moment on nodes to the load group

Alias: addNM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.
SelectionGroup (Entity) – Selection group: Selectin group to select entities. Conditions: “” does not exist in the dropdown list.

addNodalMomentByNodes(entity, LoadGroup, Moment)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Moment (Double) – Moment.

addNodalMomentByNodes(entity, LoadGroup, MomentDir, Moment)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addNodalMomentByNodes(entity, LoadGroup, Name, Moment)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.

addNodalMomentByNodes(entity, LoadGroup, Moment, Phase)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Moment (Double) – Moment.
Phase – Phase.

addNodalMomentByNodes(entity, LoadGroup, Name, MomentDir, Moment)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addNodalMomentByNodes(entity, LoadGroup, MomentDir, Moment, Phase)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addNodalMomentByNodes(entity, LoadGroup, Name, Moment, Phase)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
Moment (Double) – Moment.
Phase – Phase.

addNodalMomentByNodes(entity, LoadGroup, Name, MomentDir, Moment, Phase)

Nodal moment: Apply moment on nodes

Alias: addNMN

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (StructuralLoad) – Group of loads. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Name (str) – Name. Conditions: “” input must be non-empty.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addPointLoad(entity, LoadSE, Points, Dir, Load)

Point load: Add a point load to the load group

Alias: addPL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addPointLoad(entity, LoadSE, Point, Dir, Load)

Point load: Add a point load to the load group

Alias: addPL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addPointLoad(entity, Name, LoadSE, Points, Dir, Load)

Point load: Add a point load to the load group

Alias: addPL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addPointLoad(entity, Name, LoadSE, Point, Dir, Load)

Point load: Add a point load to the load group

Alias: addPL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addPointLoad(entity, LoadSE, Point, Dir, Load, Phase)

Point load: Add a point load to the load group

Alias: addPL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addPointLoad(entity, LoadSE, Points, Dir, Load, Phase)

Point load: Add a point load to the load group

Alias: addPL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addPointLoad(entity, Name, LoadSE, Points, Dir, Load, Phase)

Point load: Add a point load to the load group

Alias: addPL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addPointLoad(entity, Name, LoadSE, Point, Dir, Load, Phase)

Point load: Add a point load to the load group

Alias: addPL

Constraints: Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addPointMoment(entity, LoadSE, Points, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Moment (Double) – Moment.

addPointMoment(entity, LoadSE, Point, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Moment (Double) – Moment.

addPointMoment(entity, LoadSE, Points, MomentDir, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addPointMoment(entity, LoadSE, Point, MomentDir, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addPointMoment(entity, Name, LoadSE, Points, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Moment (Double) – Moment.

addPointMoment(entity, Name, LoadSE, Point, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Moment (Double) – Moment.

addPointMoment(entity, LoadSE, Point, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, LoadSE, Points, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, Name, LoadSE, Points, MomentDir, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addPointMoment(entity, Name, LoadSE, Point, MomentDir, Moment)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.

addPointMoment(entity, LoadSE, Points, MomentDir, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, LoadSE, Point, MomentDir, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, Name, LoadSE, Point, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, Name, LoadSE, Points, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 2 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, Name, LoadSE, Points, MomentDir, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Points (List) – Points: Points of load application.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addPointMoment(entity, Name, LoadSE, Point, MomentDir, Moment, Phase)

Point moment: Add a point moment to the load group

Alias: addPM

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Point (Point) – Point.
MomentDir (Vector) – Axis: Moment’s axis direction. Conditions: A vector cannot have zero magnitude.
Moment (Double) – Moment.
Phase – Phase.

addPointMovingLoad(entity, LoadSE, Dir, Load, Path, Time0, Speed, Steps)

Point moving load: Add a point moving load to the load group

Alias: addPML

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Path (POCCGeomAxis) – Path: Defines the path for the moving load. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Time0 (Double) – Initial time: Initial time when the moving load is applied.
Speed (Double) – Speed: Speed of the moving load.
Steps (int) – Steps: Number of times that the moving load is applied.

addPointMovingLoad(entity, Name, LoadSE, Dir, Load, Path, Time0, Speed, Steps)

Point moving load: Add a point moving load to the load group

Alias: addPML

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Path (POCCGeomAxis) – Path: Defines the path for the moving load. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Time0 (Double) – Initial time: Initial time when the moving load is applied.
Speed (Double) – Speed: Speed of the moving load.
Steps (int) – Steps: Number of times that the moving load is applied.

addSurfaceHydPressLoad(entity, LoadSEs, HydHeight, SpecificWeight)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addSurfaceHydPressLoad(entity, LoadSE, HydHeight, SpecificWeight)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (Entity) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addSurfaceHydPressLoad(entity, Name, LoadSEs, HydHeight, SpecificWeight)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addSurfaceHydPressLoad(entity, LoadSEs, HydHeight, SpecificWeight, Surfaces)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceHydPressLoad(entity, Name, LoadSE, HydHeight, SpecificWeight)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (Entity) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.

addSurfaceHydPressLoad(entity, LoadSE, HydHeight, SpecificWeight, Surfaces)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (Entity) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceHydPressLoad(entity, Name, LoadSEs, HydHeight, SpecificWeight, Surfaces)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceHydPressLoad(entity, Name, LoadSE, HydHeight, SpecificWeight, Surfaces)

Surface hydrostatic pressure: Add a surface hydrostatic pressure load

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (Entity) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty.
HydHeight (Double) – Hydrostatic height.
SpecificWeight (Double) – Specific weight.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, LoadSEs, Dir, Load)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addSurfaceLoad(entity, LoadSE, Dir, Load)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addSurfaceLoad(entity, LoadSEs, Dir, Load, Surfaces)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, LoadSEs, Dir, Load, Surface)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.

addSurfaceLoad(entity, LoadSE, Dir, Load, Surfaces)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, LoadSE, Dir, Load, Surface)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, LoadSEs, Dir, Load, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addSurfaceLoad(entity, LoadSE, Dir, Load, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load, Surfaces)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load, Surface)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load, Surfaces)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load, Surface)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addSurfaceLoad(entity, LoadSEs, Dir, Load, Surfaces, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, LoadSEs, Dir, Load, Surface, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Phase – Phase.

addSurfaceLoad(entity, LoadSE, Dir, Load, Surfaces, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, LoadSE, Dir, Load, Surface, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load, Surfaces, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSEs, Dir, Load, Surface, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSEs (List) – Structural elements: Structural elements on which the load is applied. Conditions: “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load, Surfaces, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surfaces (List) – Surfaces: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addSurfaceLoad(entity, Name, LoadSE, Dir, Load, Surface, Phase)

Surface load: Add a surface load to the load group

Alias: addSL

Constraints: 3 dimensions, Harmonic analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. “” does not exist in the dropdown list.
Dir (Vector) – Direction: Load direction. Conditions: A vector cannot have zero magnitude.
Load (Double) – Load.
Surface (POCCQuad) – Surface: Surface where the load is applied. Conditions: “” does not exist in the dropdown list.
Phase – Phase.

addTemperatureLoad(entity, LoadSE, Temperature)

Temperature on Structural Elements: Add a temperature increase/decrease by Structural Elements

Alias: addTL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..

addTemperatureLoad(entity, Name, LoadSE, Temperature)

Temperature on Structural Elements: Add a temperature increase/decrease by Structural Elements

Alias: addTL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
Temperature (Double) – Temperature: Temperature increment from reference value. Reference value is zero except for cables prestressed by temperature..

addTemperatureLoad(entity, LoadSE, TemperatureTop, TemperatureBot)

Temperature on Structural Elements: Add a temperature increase/decrease by Structural Elements

Alias: addTL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.

addTemperatureLoad(entity, Name, LoadSE, TemperatureTop, TemperatureBot)

Temperature on Structural Elements: Add a temperature increase/decrease by Structural Elements

Alias: addTL

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Name (str) – Name. Conditions: “” input must be non-empty.
LoadSE (SESolid3D) – Structural element: Structural element on which the load is applied. Conditions: The input must be non-empty. The input must be non-empty. “” does not exist in the dropdown list.
TemperatureTop (Double) – Top temp.: Temperature increment from reference value (0) to be applied on the top surface.
TemperatureBot (Double) – Bottom temp.: Temperature increment from reference value (0) to be applied on the bottom surface.

addTendon(entity, PrestressType, StressValue, Section, CasingDiameter, Geoms)

Add: Add a tendon to the prestress load group

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Enumerate – { Force, Stress } PrestressType: Prestress defined by.
StressValue (Double) – Prestressing stress.
Section (Entity) – Section: Section of the cable. Conditions: “” does not exist in the dropdown list.
CasingDiameter (Double) – Casing diameter. Conditions: Value must be greater or equal than 0.
Geoms (List) – Geometries: Geometries to define the profile of the tendons. Conditions: “” does not exist in the dropdown list.

addTendon(entity, PrestressType, ForceValue, Section, CasingDiameter, Geoms)

Add: Add a tendon to the prestress load group

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Enumerate – { Force, Stress } PrestressType: Prestress defined by.
ForceValue (Double) – Prestressing force.
Section (Entity) – Section: Section of the cable. Conditions: “” does not exist in the dropdown list.
CasingDiameter (Double) – Casing diameter. Conditions: Value must be greater or equal than 0.
Geoms (List) – Geometries: Geometries to define the profile of the tendons. Conditions: “” does not exist in the dropdown list.

addTendon(entity, PrestressType, StressValue, PrestressAge, PrestressOrder, CreepStress, Section, CasingDiameter, Geoms)

Add: Add a tendon to the prestress load group

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Enumerate – { Force, Stress } PrestressType: Prestress defined by.
StressValue (Double) – Prestressing stress.
PrestressAge (Double) – Prestress age: Age of concrete when tendon is prestressed.. Conditions: Value must be greater than 0.
Enumerate – { BothSides, Beginning, Ending, BeginningToEnding, EndingToBeginning } PrestressOrder: Prestress order.
CreepStress (Double) – Creep stress: Stress in the concrete fiber adjacent to the tendon for the creep losses calculation . Conditions: Value must be greater or equal than 0.
Section (Entity) – Section: Section of the cable. Conditions: “” does not exist in the dropdown list.
CasingDiameter (Double) – Casing diameter. Conditions: Value must be greater or equal than 0.
Geoms (List) – Geometries: Geometries to define the profile of the tendons. Conditions: “” does not exist in the dropdown list.

addTendon(entity, PrestressType, ForceValue, PrestressAge, PrestressOrder, CreepStress, Section, CasingDiameter, Geoms)

Add: Add a tendon to the prestress load group

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Enumerate – { Force, Stress } PrestressType: Prestress defined by.
ForceValue (Double) – Prestressing force.
PrestressAge (Double) – Prestress age: Age of concrete when tendon is prestressed.. Conditions: Value must be greater than 0.
Enumerate – { BothSides, Beginning, Ending, BeginningToEnding, EndingToBeginning } PrestressOrder: Prestress order.
CreepStress (Double) – Creep stress: Stress in the concrete fiber adjacent to the tendon for the creep losses calculation . Conditions: Value must be greater or equal than 0.
Section (Entity) – Section: Section of the cable. Conditions: “” does not exist in the dropdown list.
CasingDiameter (Double) – Casing diameter. Conditions: Value must be greater or equal than 0.
Geoms (List) – Geometries: Geometries to define the profile of the tendons. Conditions: “” does not exist in the dropdown list.

LoadGroup(EntityName)

Obtains an entity given its name

Parameters:: EntityName (str) – Entity name.

LoadGroupsModelGroup(GroupName)

Obtains a group given its name

Parameters:: GroupName (str) – Group name.

removeBCFromBCGroup(entity, BCs)

Remove: Remove a boundary condition from the group

Alias: removeBCFromBCG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
BCs (List) – Boundary conditions: Set of boundary conditions.

removeBCFromBCGroup(entity, BCGroup)

Remove: Remove a boundary condition from the group

Alias: removeBCFromBCG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
BCGroup (Entity) – Boundary conditions group.

removeICFromICGroup(entity, InitialConditions)

Remove: Remove a seepage initial condition from the group

Alias: removeICFromIC

Constraints: Transient analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
InitialConditions (List) – Initial conditions: Set of initial conditions.

removeICFromICGroup(entity, InitialConditionGroup)

Remove: Remove a seepage initial condition from the group

Alias: removeICFromIC

Constraints: Transient analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
InitialConditionGroup (Entity) – Initial conditions group.

removeICFromLoadCase(entity, InitialConditions)

Remove seepage initial cond.: Remove a seepage initial condition group from the load case

Alias: removeICFromLC

Constraints: Transient analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
InitialConditions (List) – Initial conditions: Set of initial conditions.

removeICFromLoadCase(entity, InitialConditionGroup)

Remove seepage initial cond.: Remove a seepage initial condition group from the load case

Alias: removeICFromLC

Constraints: Transient analysis

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
InitialConditionGroup (Entity) – Initial conditions group.

removeLoadFromLoadCase(entity, Loads)

Remove Load: Remove a load group from the load case

Alias: removeLFromLC

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Loads (List) – Loads: Set of structural loads.

removeLoadFromLoadCase(entity, LoadGroup)

Remove Load: Remove a load group from the load case

Alias: removeLFromLC

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
LoadGroup (Entity) – Group of loads.

removeLoadFromLoadGroup(entity, Loads)

Remove: Remove a load from the load group

Alias: removeLFromLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Loads (List) – Loads: Set of structural loads.

removeLoadFromLoadGroup(entity, Load)

Remove: Remove a load from the load group

Alias: removeLFromLG

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
Load (Entity) – Load.

removeTendon(entity, TendonList)

Remove: Remove a tendon from the prestress load group

Parameters:

entity ([Entity]) – Entity/Entities to apply the command
TendonList (List) – Tendon list.