Sections
- ConcreteCircular:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimOuterDiam
Outer diameter. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- BeamBendReinf:
- BendReinfMat
Material: Material for the axial+bending reinforcements. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
Entity
- BendReinfList
List of reinforcements.
- Type:
List
- ReinfShear:
- TransReinfMat
Material Trans.: Material for the transverse reinforcement. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
Entity
- ReinfTor:
- LongReinfMat
Material Long.: Material for the longitudinal reinforcement. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
Entity
- TransReinfMat
Material Trans.: Material for the transverse reinforcement. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
Entity
- SecConcMechProp:
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- MechPropType
Type: Mechanical properties type.
- Type:
Enumerate: { Gross, Net, Homogenized, UserDefined }
- Area
Area: Area of the section. | Constant: Constant value
- Type:
Double
- Iyy
Iyy: Inertia Iy of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- Izz
Izz: Inertia Iz of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- Iyz
Iyz: Product of inertia Iyz of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- CoG
CoG: Center of gravity. | Constant: Constant value
- Type:
Point2d
- Wy
Wy: Elastic modulus of the section for moment in Y direction. | Constant: Constant value
- Type:
Double
- Wz
Wz: Elastic modulus of the section for moment in Z direction. | Constant: Constant value
- Type:
Double
- Alpha
Alp: Angle Y->U or Z->V. | Constant: Constant value
- Type:
Double
- CodePropertiesConcrete:
- EffWidthVY
Min. width VY: Minimum width of the section over the effective depth for shear in Y.
- Type:
Double
- EffWidthVZ
Min. width VZ: Minimum width of the section over the effective depth for shear in Z.
- Type:
Double
- EffDepthVY
Eff. depth VY: Effective depth of the section in the Y direction.
- Type:
Double
- EffDepthVZ
Eff. depth VZ: Effective depth of the section in the Z direction.
- Type:
Double
- WallThickness
Eq. wall thickness: Equivalent wall thickness.
- Type:
Double
- AK
Area of center-line: Area enclosed within the center-line of the thin-walled cross-section.
- Type:
Double
- UK
Perimeter of center-line: Perimeter of the center-line of the thin-walled cross-section.
- Type:
Double
- Theta
θ: Angle of the concrete compressive struts with the longitudinal axis of member. | Constraints: Conditions: Value must be greater or equal than 0.38 and lower or equal than 0.79.
- Type:
Double
- ConcreteT:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
- Type:
Double
- DimTw
Web thickness. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimBfTop
Top flange length: Top flange length, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTfTop
Top flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- ConcreteRectangular:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- SteelT:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTw
Web thickness. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTf
Flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimA
Weld throat: Thickness of the weld. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- R1
Radius of fillet: Radius of fillet web-flange. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- SecSteelMechProp:
- Area
Area: Area of the section. | Constant: Constant value
- Type:
Double
- Iyy
Iyy: Inertia Iy of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- Izz
Izz: Inertia Iz of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- Iyz
Iyz: Product of inertia Iyz of the section, referred to the center of gravity. | Constant: Constant value
- Type:
Double
- CoG
CoG: Center of gravity. | Constant: Constant value
- Type:
Point2d
- ShearCenter
Shear center: Shear center of the section. | Constant: Constant value
- Type:
Point2d
- Wy
Wy: Elastic modulus of the section for moment in Y direction. | Constant: Constant value
- Type:
Double
- Wz
Wz: Elastic modulus of the section for moment in Z direction. | Constant: Constant value
- Type:
Double
- Wpy
Wpy: Plastic modulus of the section for moment in Y direction. | Constant: Constant value
- Type:
Double
- Wpz
Wpz: Plastic modulus of the section for moment in Z direction. | Constant: Constant value
- Type:
Double
- Ixx
Ixx: Torsional moment of inertia. | Constant: Constant value
- Type:
Double
- Cw
Cw: Warping constant. | Constant: Constant value
- Type:
Double
- SecCable:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
Entity
- DimOuterDiam
Outer diameter. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- SteelPipe:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimOuterDiam
Outer diameter. | Constraints: Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- Type:
Double
- DimThickWall
Wall thickness. | Constraints: Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- SteelL:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTw
Web thickness. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTf
Flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimA
Weld throat: Thickness of the weld. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- R1
Radius of fillet: Radius of fillet web-flange. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- SteelI:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTw
Web thickness. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTf
Flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimA
Weld throat: Thickness of the weld. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- R1
Radius of fillet: Radius of fillet web-flange. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- ConcreteI:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
- Type:
Double
- DimTw
Web thickness. | Constraints: Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web.
- Type:
Double
- DimBfTop
Top flange length: Top flange length, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width of top flange must be greater than the thickness of the web.
- Type:
Double
- DimTfTop
Top flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
- Type:
Double
- DimBfBot
Bottom flange length: Bottom flange length, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web.
- Type:
Double
- DimTfBot
Bottom flange thickness. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- SteelByPlates:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- Plates
Plates.
- Type:
List
- ConcretePipe:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimOuterDiam
Outer diameter. | Constraints: Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- Type:
Double
- DimThickWall
Wall thickness. | Constraints: Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- SecGeneric:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SolidSections
Solid sections: List with the solid sections created in this structural element.
- Type:
SolidSection
- Area
Area: Area of the section. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- Iyy
Iyy: Inertia about element Y axis. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- Izz
Izz: Inertia about element Z axis. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- J
J: Torsion constant.The torsional stiffness K is calculated as E*Val/2(1+ν). If J=0, Val=(Ixx+Iyy). If J is not 0, Val=J. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- Avy
Avy: Effective transverse shear area in element y direction. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- Avz
Avz: Effective transverse shear area in element z direction. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- SolidSection:
- SolidSectionCrossSec
Cross section: Cross section related with this solid section. | Constant: Constant value
- Type:
Entity
- SolidSectionCoodSys
Coordinate system: Coordinate system which defines the origin and plane of the solid section. | Constraints: Conditions: “” does not exist in the dropdown list.
- Type:
KCoordinateSystem
- SolidSectionId
Id: Identification number for this solid section. | Constant: Constant value
- Type:
int
- SteelChannel:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTwBoxV
Thickness of vertical walls. | Constraints: Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
- Type:
Double
- DimTwBoxH
Thickness of horizontal walls. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimA
Weld throat: Thickness of the weld. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- R1
Radius of fillet: Radius of fillet web-flange. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- ConcreteBox:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- Type:
Double
- DimTwBoxV
Thickness of vertical walls. | Constraints: Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- Type:
Double
- DimTwBoxH
Thickness of horizontal walls. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- MechCover
Mechanical cover. | Constraints: Conditions: Value must be greater than 0.
- Type:
Double
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- ConcreteGeneric:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Circular, Rectangular, IShape, TShape, Pipe, Box, Generic }
- SolidSections
Solid sections: List with the solid sections created in this structural element.
- Type:
SolidSection
- ReinfBending
Bending + Axial reinforcement.
- Type:
BeamBendReinf
- ReinfShear
Shear reinforcement.
- Type:
ReinfShear
- ReinfTorsion
Torsion reinforcement.
- Type:
ReinfTor
- MechProp
Mechanical properties.
- Type:
SecConcMechProp
- CodeProperties
Code Properties: Properties used for code check/design.
- Type:
CodePropertiesConcrete
- SteelBox:
- Name
Name. | Constraints: Conditions: “” input must be non-empty. The name must be unique.
- Type:
str
- SectionType
Type. | Constant: Constant value
- Type:
Enumerate: { Concrete, Steel, Cable, Generic, Thermal, SteelConcreteComp }
- Material
Material.
- Type:
Entity
- SectionShape
Shape. | Constant: Constant value
- Type:
Enumerate: { Channel, LShape, IShape, TShape, Pipe, Box, Generic }
- DimHeight
Height: Height, measured in the Y direction. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimWidth
Width: Width, measured in the Z direction. | Constraints: Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- Type:
Double
- DimTwBoxV
Thickness of vertical walls. | Constraints: Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- Type:
Double
- DimTwBoxH
Thickness of horizontal walls. | Constraints: Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
- Type:
Double
- DimA
Weld throat: Thickness of the weld. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- R1
Radius of fillet: Radius of fillet web-flange. | Constraints: Conditions: Value must be greater or equal than 0.
- Type:
Double
- MetalWorking
Metalworking: Type of metalworking.
- Type:
Enumerate: { HotRolled, ColdRolled, Welded }
- MechProp
Check by code mechanical properties: Mechanical properties which are used in check by code.
- Type:
Enumerate: { AnalysisMechProp, LibraryMechProp }
- MechPropToSolve
Use Mechanical Properties to solve model: Use Mechanical Properties to solve the model instead of using the tesselated section.
- Type:
bool
- AnalysisMechProp
Mechanical properties autocalculated by plates.
- Type:
SecSteelMechProp
- SectionsContainer:
- Find(FindEntity)
Find.
- Parameters:
FindEntity (Entity/str) – Entity name to find
- Returns:
Entity found
- Return type:
Entity
- Sections
Sections.
- Type:
List
- addBendingReinf(entity, ReinfName, Point1, Point2)
Add: Add a bending reinforcement
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
ReinfName (str) – Name: Name of the reinforcement.
Point1 (Point2d) – Point 1: Coordinates of point 1.
Point2 (Point2d) – Point 2: Coordinates of point 2.
- addPlate(entity, PlateThickness, Point2)
Add: Add plate
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
PlateThickness (Double) – Thickness. Conditions: Value must be greater than 0.
Point2 (Point2d) – Point 2: Coordinates of point 2.
- addPlate(entity, PlateThickness, Point1, Point2)
Add: Add plate
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
PlateThickness (Double) – Thickness. Conditions: Value must be greater than 0.
Point1 – Point 1: Coordinates of point 1.
Point2 (Point2d) – Point 2: Coordinates of point 2.
- createCableSection(Material, DimOuterDiam)
Cable: Create a cross section for a cable
Alias: cableSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0.
- createCableSection(Name, Material, DimOuterDiam)
Cable: Create a cross section for a cable
Alias: cableSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0.
- createConcreteBoxSection(Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH)
Box:
Alias: concreteBoxSection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- createConcreteBoxSection(Name, Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH)
Box:
Alias: concreteBoxSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
- createConcreteCircularSection(Material, DimOuterDiam)
Circular:
Alias: concreteCircularSection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0.
- createConcreteCircularSection(Name, Material, DimOuterDiam)
Circular:
Alias: concreteCircularSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0.
- createConcreteISection(Material, DimHeight, DimTw, DimBfTop, DimTfTop, DimBfBot, DimTfBot)
I:
Alias: concreteISection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web. Width of top flange must be greater than the thickness of the web.
DimBfTop (Double) – Top flange length: Top flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width of top flange must be greater than the thickness of the web.
DimTfTop (Double) – Top flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
DimBfBot (Double) – Bottom flange length: Bottom flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web.
DimTfBot (Double) – Bottom flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
- createConcreteISection(Name, Material, DimHeight, DimTw, DimBfTop, DimTfTop, DimBfBot, DimTfBot)
I:
Alias: concreteISection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web. Width of top flange must be greater than the thickness of the web.
DimBfTop (Double) – Top flange length: Top flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width of top flange must be greater than the thickness of the web.
DimTfTop (Double) – Top flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
DimBfBot (Double) – Bottom flange length: Bottom flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width of bottom flange must be greater than the thickness of the web.
DimTfBot (Double) – Bottom flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the sum of the thickness of the flanges.
- createConcretePipeSection(Material, DimOuterDiam, DimThickWall)
Pipe:
Alias: concretePipeSection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
DimThickWall (Double) – Wall thickness. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- createConcretePipeSection(Name, Material, DimOuterDiam, DimThickWall)
Pipe:
Alias: concretePipeSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
DimThickWall (Double) – Wall thickness. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- createConcreteRectangularSection(Material, DimHeight, DimWidth)
Rectangular:
Alias: concreteRectangularSection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0.
- createConcreteRectangularSection(Name, Material, DimHeight, DimWidth)
Rectangular:
Alias: concreteRectangularSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0.
- createConcreteTSection(Material, DimHeight, DimTw, DimBfTop, DimTfTop)
T:
Alias: concreteTSection- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimBfTop (Double) – Top flange length: Top flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTfTop (Double) – Top flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
- createConcreteTSection(Name, Material, DimHeight, DimTw, DimBfTop, DimTfTop)
T:
Alias: concreteTSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimBfTop (Double) – Top flange length: Top flange length, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTfTop (Double) – Top flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
- createGenericSection(Material, Area, Iyy, Izz, J)
By properties: Create a generic cross section by properties
Alias: genericSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
Area (Double) – Area: Area of the section. Conditions: Value must be greater than 0.
Iyy (Double) – Iyy: Inertia about element Y axis. Conditions: Value must be greater than 0.
Izz (Double) – Izz: Inertia about element Z axis. Conditions: Value must be greater than 0.
J (Double) – J: Torsion constant.The torsional stiffness K is calculated as E*Val/2(1+ν). If J=0, Val=(Ixx+Iyy). If J is not 0, Val=J. Conditions: Value must be greater or equal than 0.
- createGenericSection(Name, Material, Area, Iyy, Izz, J)
By properties: Create a generic cross section by properties
Alias: genericSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
Area (Double) – Area: Area of the section. Conditions: Value must be greater than 0.
Iyy (Double) – Iyy: Inertia about element Y axis. Conditions: Value must be greater than 0.
Izz (Double) – Izz: Inertia about element Z axis. Conditions: Value must be greater than 0.
J (Double) – J: Torsion constant.The torsional stiffness K is calculated as E*Val/2(1+ν). If J=0, Val=(Ixx+Iyy). If J is not 0, Val=J. Conditions: Value must be greater or equal than 0.
- createGenericSectionByCapture(Material, SurfaceCapture, Size, KCsectionCapture)
Capture: Create a user section capturing a surface
Alias: genericSectionByCapture- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SurfaceCapture (POCCQuad) – Surface: Surface to capture section. Conditions: “” does not exist in the dropdown list.
Size (Double) – Size: Size of mesh capture. Conditions: Value must be greater than 0.
KCsectionCapture (KCoordinateSystem) – Coordinate system: Coordinate system to define the section axis. Conditions: “” does not exist in the dropdown list.
- createGenericSectionByCapture(Name, Material, SurfaceCapture, Size, KCsectionCapture)
Capture: Create a user section capturing a surface
Alias: genericSectionByCapture- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SurfaceCapture (POCCQuad) – Surface: Surface to capture section. Conditions: “” does not exist in the dropdown list.
Size (Double) – Size: Size of mesh capture. Conditions: Value must be greater than 0.
KCsectionCapture (KCoordinateSystem) – Coordinate system: Coordinate system to define the section axis. Conditions: “” does not exist in the dropdown list.
- createGenericSectionByPoints(Name, Material, SectionTessellasPoints)
By points: Create a user section by tessellation points
Alias: genericSectionByPoints- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SectionTessellasPoints (List) – Points of tessellas: Points that define the tessellas of cross section (four points per tessellas). Conditions: Number of points must be multiple of four.
- createSectionByCapture(Material, SurfaceCapture, Size, KCsectionCapture)
Capture: Create a user section capturing a surface
Alias: sectionByCapture- Parameters:
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SurfaceCapture (POCCQuad) – Surface: Surface to capture section. Conditions: “” does not exist in the dropdown list.
Size (Double) – Size: Size of mesh capture. Conditions: Value must be greater than 0.
KCsectionCapture (KCoordinateSystem) – Coordinate system: Coordinate system to define the section axis. Conditions: “” does not exist in the dropdown list.
- createSectionByCapture(Name, Material, SurfaceCapture, Size, KCsectionCapture)
Capture: Create a user section capturing a surface
Alias: sectionByCapture- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SurfaceCapture (POCCQuad) – Surface: Surface to capture section. Conditions: “” does not exist in the dropdown list.
Size (Double) – Size: Size of mesh capture. Conditions: Value must be greater than 0.
KCsectionCapture (KCoordinateSystem) – Coordinate system: Coordinate system to define the section axis. Conditions: “” does not exist in the dropdown list.
- createSectionByPoints(Name, Material, SectionTessellasPoints)
By points: Create a user section by tessellation points
Alias: sectionByPoints- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (MaterialConcrete) – Material. Conditions: “” does not exist in the dropdown list.
SectionTessellasPoints (List) – Points of tessellas: Points that define the tessellas of cross section (four points per tessellas). Conditions: Number of points must be multiple of four.
- createSteelByPlatesSection(Material)
Steel by plates: Create a steel cross section defining each plate
Alias: steelByPlatesSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
- createSteelByPlatesSection(Name, Material)
Steel by plates: Create a steel cross section defining each plate
Alias: steelByPlatesSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
- createSteelDimBoxSection(Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH, DimA)
Box:
Alias: steelDimBoxSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimBoxSection(Name, Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH, DimA)
Box:
Alias: steelDimBoxSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Width must be greater than twice the thickness of the webs.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimChannelSection(Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH, DimA)
Channel:
Alias: steelDimChannelSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimChannelSection(Name, Material, DimHeight, DimWidth, DimTwBoxV, DimTwBoxH, DimA)
Channel:
Alias: steelDimChannelSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTwBoxV (Double) – Thickness of vertical walls. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTwBoxH (Double) – Thickness of horizontal walls. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimISection(Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
I:
Alias: steelDimISection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimISection(Name, Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
I:
Alias: steelDimISection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than twice the thickness of the flanges.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimLSection(Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
L:
Alias: steelDimLSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimLSection(Name, Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
L:
Alias: steelDimLSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimPipeSection(Material, DimOuterDiam, DimThickWall)
Pipe:
Alias: steelDimPipeSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
DimThickWall (Double) – Wall thickness. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- createSteelDimPipeSection(Name, Material, DimOuterDiam, DimThickWall)
Pipe:
Alias: steelDimPipeSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimOuterDiam (Double) – Outer diameter. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
DimThickWall (Double) – Wall thickness. Conditions: Value must be greater than 0. Thickness must be lower than the radius of the section.
- createSteelDimTSection(Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
T:
Alias: steelDimTSection- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelDimTSection(Name, Material, DimHeight, DimWidth, DimTw, DimTf, DimA)
T:
Alias: steelDimTSection- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
DimHeight (Double) – Height: Height, measured in the Y direction. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimWidth (Double) – Width: Width, measured in the Z direction. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTw (Double) – Web thickness. Conditions: Value must be greater than 0. Width must be greater than the thickness of the web.
DimTf (Double) – Flange thickness. Conditions: Value must be greater than 0. Depth must be greater than the thickness of the flange.
DimA (Double) – Weld throat: Thickness of the weld. Conditions: Value must be greater or equal than 0.
- createSteelLibrarySection(Material, SectionShape, Code, Section)
Steel from library: Create a steel cross section from library
- Parameters:
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
Enumerate – { Channel, LShape, IShape, TShape, Pipe, Box, Generic } SectionShape: Shape.
Code (str) – Code or Standard.
Section (str) – Section.
- createSteelLibrarySection(Name, Material, SectionShape, Code, Section)
Steel from library: Create a steel cross section from library
- Parameters:
Name (str) – Name. Conditions: “” input must be non-empty.
Material (Entity) – Material. Conditions: “” does not exist in the dropdown list. The input must be non-empty.
Enumerate – { Channel, LShape, IShape, TShape, Pipe, Box, Generic } SectionShape: Shape.
Code (str) – Code or Standard.
Section (str) – Section.
- nextPlate(entity)
Next: Next plate
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
- plotSection(entity)
Show: Shows a graphical representation of the cross section
Constraints: User interface- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
- previousPlate(entity)
Previous: Previous plate
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
- removeBendingReinf(entity, Reinforcement)
Remove: Remove a bending reinforcement
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
Reinforcement (Entity) – Reinforcement. Conditions: The input must be non-empty.
- removePlate(entity)
Remove: Remove plate
- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
- Section(EntityName)
Obtains an entity given its name
- Parameters:
EntityName (str) – Entity name.
- SectionsModelGroup(GroupName)
Obtains a group given its name
- Parameters:
GroupName (str) – Group name.
- sectionSnapshot(entity, Path)
Show
Alias: sectionSnapConstraints: User interface- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
Path (Path) – Save path.
- sectionSnapshot(entity, Path, Override)
Show
Alias: sectionSnapConstraints: User interface- Parameters:
entity ([Entity]) – Entity/Entities to apply the command
Path (Path) – Save path.
Override (bool) – Set to true to override the file if it exists, without warning.