Types – HyperX Support

AnalysisResult

Each plugin returns an analysis result containing the MS = allowable / applied -1.

Constructors

Parameters	Description
	Use static None() method instead. It is included here so that AnalysisResult can be a field in a class with a default constructor.
TPluginEnum pluginId	Creates a concept-based result with no margin of safety.
TPluginEnum pluginId, Margin ms	Creates a concept-based result.
TPluginEnum pluginId, TObjectEnum	Creates an object-based result with no margin of safety.
TPluginEnum pluginId, TObjectEnum objectId, Margin ms	Creates an object-based result.

Referenced by:ResultList

BeamElementForce

BeamElementForces

Method	Parameters	Return Type	Description
operator()	int i	BeamElementForce	Returns the force data in a given beam.
Count		int

Referenced by:PanelBeamState

BeamForceArray

BeamStrainArray

BoltLoad

Field	Type	Description
ElementId	int	Element ID of CBUSH (if applicable)
Angle	double
BearingForce	double
BypassLoads	double[3]	Nx, Ny, Nxy bypass loads
ShearLoad	double
BushForce	double[6]	Forces and moments rotated to shell component coordinates
BushForceRaw	double[6]	Forces and moments directly as imported from FEA forces

Referenced by:ObjectHoles

ClampedLayer

Contains information on the materials of the layers bolted together.

Field	Type	Description
Thickness	double	Clamped layer thickness
El	double	Longitudinal stiffness
Et	double	Transverse stiffness
G	double	Shear modulus
IsComposite	int	Whether the clamped layer material is composite

Referenced by:ObjectHoles

CurveType

DetailDefinition

Each detail definition consists of a name and Units.

A DetailDefinition is constructed as follows:

Parameters	Description
string name, Units units	Creates a new DetailDefinition with the given name and units.

Referenced by:DetailDefinitionList and DetailList.

DetailDefinitionList

Collection of DetailDefinitions. Added to the plugin configuration in ConfigurationBase. See also User Defined Analysis Details.

Adding duplicate detail definitions (same name and units) to a plugin will only preserve the first occurrence.

Constructors

Parameters	Description
	Create an empty DetailDefinitionList.
initializer_list<DetailDefinition> details	Construct using an existing DetailDefinitionList.
intializer_list<DetailDefinitionList> detailLists	Construct using a list of DetailDefinitionLists.

Methods

Method	Parameters	Return Type	Description
Add	DetailDefinitionList details	void	Add an existing DetailDefinitionList.
Add	DetailDefinition detail	void	Add a single DetailDefinition

DetailList

Contains a list of analysis details values.

Method	Parameters	Return Type	Description
Add	DetailDefinition detailDefinition, TValue value	void	Method to add a value for the concept-based detail defined by detailDefinition. TValue can be double, Margin, float, int, bool, const char*, or string.
Add	DetailDefinition detailDefinition, ObjectId objectId, TValue value	void	Method to add a value for the object-based detail defined by detailDefinition. TValue can be double, Margin, float, int, bool, const char*, or string.
Add	DetailDefinition detailDefinition, ObjectId objectId	void	Special method to add an ObjectId as the detail value.
Add	DetailList details	void	Adds the contents of another DetailList to the current one.

Referenced by:ResultList

FoamAllowable

HoneycombAllowable

IsotropicAllowable

Units in psi.

Field	Type	Description
FtuL	double	Tension, ultimate, longitudinal
FtyL	double	Tension, yield, longitudinal
FcyL	double	Compression, ultimate, longitudinal
FtuLT	double	Tension, ultimate, long transverse
FtyLT	double	Tension, yield, long transverse
FcyLT	double	Compression, yield, long transverse
Fsu	double	In-plane shear, ultimate
Fbru15	double	Bearing, ultimate, e/D = 1.5
Fbry15	double	Bearing, yield, e/D = 1.5
Fbru20	double	Bearing, ultimate, e/D = 2.0
Fbry20	double	Bearing, yield, e/D = 2.0
FtFatigue	double	Tension, fatigue
FcFatigue	double	Compression

Referenced by:MaterialProperty

LaminateAllowable

Allowables include all correction factors. If the object is a hybrid laminate, the laminate allowables will be stored in the OML material.

Field	Type	Description
Percent0	double[LamRotate_LENGTH]	%0 plies with the material coordinate system rotated according to LaminateRotation.
Percent45	double[LamRotate_LENGTH]	%45 plies with the material coordinate system rotated according to LaminateRotation.
Percent90	double[LamRotate_LENGTH]	%90 plies with the material coordinate system rotated according to LaminateRotation.
AML	double[LamRotate_LENGTH]	%0 plies with the material coordinate system rotated according to LaminateRotation.
etuLamPristine	double[LamRotate_LENGTH]
etuLamTAI	double[LamRotate_LENGTH]
etuLamOHT	double[LamRotate_LENGTH]
etuLamFHT	double[LamRotate_LENGTH]
ecuLamPristine	double[LamRotate_LENGTH]
ecuLamCAI	double[LamRotate_LENGTH]
ecuLamOHC	double[LamRotate_LENGTH]
ecuLamFHC	double[LamRotate_LENGTH]
ecuLamBVID	double[LamRotate_LENGTH]
esuLamPristine	double[LamRotate_LENGTH]
esuLamSAI	double[LamRotate_LENGTH]
FbruLam	double[LamRotate_LENGTH]

Referenced by:MaterialProperty

Margin

Encapsulates a margin of safety. Contains methods to handle margins of safety without true values (no value passed, no value failed). Example: geometry checks, tensile load in a buckling method, etc.

Constructors

Parameters	Description
	Default margin of safety - no value, passed. When returning a minimum margin from a series of margin, use this as the starting value.
double rawMS	Traditional margin of safety = allowable/applied - 1.

Static Methods

Method	Parameters	Return Type	Description
FailedDataReqd		Margin	Method fails due to missing required data.
FailedGeometry		Margin	Geometry check failure.
FailedLow		Margin	Arbitrary failure.
Max	Margin& ms1, Margin& ms2	Margin	Returns the max margin.
Min	Margin& ms1, Margin& ms2	Margin	Return the min margin.
PassedGeometry		Margin	Passes a geometry check.
PassedHigh		Margin	Arbitrary pass.
PassedNegativeLoad		Margin	Passes due to negative load.
PassedPositiveLoad		Margin	Passes due to positive load.
PassedSkipped		Margin	Analysis skipped.

Methods

Method	Parameters	Return Type	Description
ApplyFactor	double k	Margin	Applies a scalar factor 'k' to the (MS + 1) value.
HasValue		bool	Returns true if the margin has a numerical value instead of a pass or fail flag.
NoValueFailed		bool	Returns true if the margin is a failure flag. Example: Missing data or geometry check failed.
NoValuePassed		bool	Returns true if the margin is a pass flag. Example: Positive loads for buckling or geometry check passed.
Value		double	Returns the raw margin of safety value.
operator<	Margin& lhs, Margin& rhs	Margin	Less than operator.
operator<=	Margin& lhs, Margin& rhs	Margin	Less than or equal to operator.
operator>	Margin& lhs, Margin& rhs	Margin	Greater than operator.
operator>=	Margin& lhs, Margin& rhs	Margin	Greater than or equal to operator.

MaterialProperty

MaterialStiffness

Object

An object is a portion of the panel or beam - flange, web, skin span etc. The object stiffnesses and resulting stresses and strains are computed from strength loads.

Field	Type
Id	int (ObjectId)
Name	char[40]
Exists	int	If true, the object is populated. Necessary since the object array in PanelBeamState is sparse.
PlyCount	int	Number of plies in the Plies array.
Plies	Ply*	Pointer to an array of plies.
MaterialCount	int
Materials	MaterialProperty*	Pointer to an array of material properties. These materials correspond to the plies of the object. For cases of through-thickness temperature gradients, material properties from the ply with the temperature closest to the average object temperature are used.
ObjectHoles	ObjectHoles
Geometry	ObjectGeometry
Stiffness	ObjectStiffness
Force	PanelForceArray	Unit force and moment
Strain	PanelStrainArray	Strain and curvature
Pressure	double

Referenced by:PanelBeamState

ObjectGeometry

Field	Type	Description
Thickness	double
WidthForce	double	Object width for force summation
WidthCrippling	double	Object width for crippling stress lookup
LengthBuckling	double	Object length for local buckling
ElementArea	double	Currently only set for skin objects; for DSM = element area between stringers; = 0 for all other objects
ElementStiffnessAngle	double	Currently only set for skin objects; for DSM = average angle between skin material direction and stringer direction; = 0 for all other objects
IsForce	bool
IsCrippling	bool
IsBuckling	bool
NumberEdgesFree	int

Referenced by:Object

ObjectHoles

ObjectIds

Contains object IDs for objects within the beam/panel. These IDs can be used to quickly access objects from the PanelBeamState object array (without looping). See Family, ObjectId.

If the object is not applicable for the concept, the object ID will be set to Object_NULL .
The unstiffened panel family is not supported.
The web objects of the grid stiffened family are not included.
Bonded combo objects are not considered skin or stiffener objects.
For smeared panels the left skin ID and right skin ID are the same.

Field	Type	Description
SkinLeftId	ObjectId	Object ID of the left skin.
SkinRightId	ObjectId	Object ID of the right skin.
StiffenerIds	ObjectId[3]	Object IDs of the stiffener objects. Bonded combo objects are not included.
StiffenerIdCount	int	Actual number of stiffener IDs insider the above array.
FootId	ObjectId	Object ID of the foot.
WebId	ObjectId	Object ID of the web.
CapId	ObjectId	Object ID of the cap.
MidId	ObjectId	Object ID of the mid object.
WebFootId	ObjectId	Object ID of the web foot.
WebCapId	ObjectId	Object ID of the web cap.
ShearClipFootId	ObjectId	Object ID of the shear clip foot.
ShearClipWebId	ObjectId	Object ID of the shear clip web.

Referenced by:PanelBeamState

ObjectStiffness

OrthotropicAllowable

Allowables include all correction factors except those defined in tabular format in the Correction Factors form.

Field	Type	Description
Ftu1	double
Ftu2	double
Fcu1	double
Fcu2	double
Fsu12	double
Fsu13	double
Fsu23	double
Ftu3	double
etu1	double
etu2	double
ecu1	double
ecu2	double
esu12	double
etuOHT	double
ecuOHC	double
p_TLt	double	Puck inclination parameter
p_TLc	double	Puck inclination parameter
p_TTt	double	Puck inclination parameter
p_TTc	double	Puck inclination parameter
D0t	double	Bolted joint, tension characteristic distance
D0c	double	Bolted joint, compression characteristic distance
CD	double	Bonded joint, characteristic distance (in)
BendingFactorMax	double	Max bending factor

Referenced by:MaterialProperty

PackageConfiguration

Stores the configuration of the plugin package.

Method	Parameters	Return Type	Description
Name	std::string	PackageConfiguration&	Sets the package name.
Version	std::string	PackageConfiguration&	Sets the package version. Not associated with the HyperX version.
GUID	std::string	PackageConfiguration&	Sets the package GUID.
Description	std::string	PackageConfiguration&	Sets the package description. Displayed on the plugin loader form.
QuickHelp	QuickHelp	PackageConfiguration&	Sets the package quick help. Displayed on the Failure Mode form.
Force	ForceUnits	PackageConfiguration&	Forces will be converted to this unit before being passed to the plugin.
Length	LengthUnits	PackageConfiguration&	Lengths will be converted to this unit before being passed to the plugin.
Mass	MassUnits	PackageConfiguration&	Masses will be converted to this unit before being passed to the plugin.
Temperature	TemperatureUnits	PackageConfiguration&	Temperatures will be converted to this unit before being passed to the plugin.
AddPlugin	Plugin	PackageConfiguration&	Adds a plugin to the configuration. Each single plugin is associated with a single margin reported in HyperX.
AddUserConstant	UserConstantDefinition	PackageConfiguration&	Adds a user constant to the configuration.

Referenced by: ConfigurationBase

PanelBeamProperty

Field	Type	Description
IsPanelCurved	bool
IsFullCylinder	bool
CurvatureDirection	CurvatureDirection
BucklingBcXPlus	Buckling BC
BucklingBcXMinus	Buckling BC
BucklingBcYPlus	Buckling BC
BucklingBcYMinus	Buckling BC
SpanX	double
SpanY	double
SpanXEff	double	Effective column length (x span) based on the X boundary conditions.
RadiusCurvature	double
BucklingKnockdown	double
SpacingX	double	Stringer spacing (pitch) for the stiffeners in the x-direction (uniaxial, hat, etc.).
SpacingY	double	Stringer spacing (pitch) for the stiffeners in the y-direction (orthogrid, PRSEUS, etc.).
StiffenerType	StiffenerType	Type of stiffener
SpacingSpans	SpacingSpanArray	Width of spacing span objects relative to the left and right skin component.
Height	double	Total height.
Angle	double	Angle variable for grid family concepts.
PanelCenterOffset	double	Unstiffened family only. Distance from the HS analysis reference plane (top face midplane) to the panel centerline. Used to shift panel moment loads.

Referenced by:PanelBeamState

PanelBeamState

Field	Type	Description
GroupId	int
ComponentId	int
CategoryId	Category
FamilyId	Family
ConceptId	int
DSMTechnique	int
LoadCaseName	string
MechCond	MechanicalCondition
ThermalCond	ThermalCondition
IsFatigueLoadCase	int
ElementId	int	Element ID associated with the strength loads. Not applicable for n-sigma FEA load extraction.
TensComp	TensionCompression	Deprecated. Do not use.
MaterialMode	MaterialMode	Indicates whether the panel/beam is metallic, composite, or both.
IsFirstComponentCall	int	Indicates whether this is the first time the plugin is called for a component, so you can write out some data directly from the plugin one time.
IsFirstElementCall	int	Indicates whether this is the first time the plugin is called for an element.
IsNonFea	int
IsCompressionLoop	int
IsLoadCaseCheckout	int
IsLastCandidate	int
PanelABD	double[TC_LENGTH][6][6]	ABD matrices (tension, compression, average). Reference plane is not at neutral axis.
PanelABDInv	double[TC_LENGTH][6][6]	Inverted ABD matrices. Reference plane is not at neutral axis. Multiple values for tension, compression, and average stiffness properties.
PanelDSym	double[TC_LENGTH][6][6]	Bending, D, matrices with the reference plane shifted to (approximate) neutral axis. These D terms are used for panel buckling. Multiple values for tension, compression, and average stiffness properties.
StiffenerProperty	StiffenerProperty[TC_LENGTH]	Panel stiffener properties and beam properties. Multiple values for tension, compression, and average stiffness properties.
PanelBeamProperty	PanelProperty
ObjectIds	ObjectIds	Contains object IDs for objects within the beam/panel. These IDs can be used to quickly access objects from the PanelBeamState object array (without looping).
Objects	Objects[Object_LENGTH]	Contains object data (flanges, webs, skin spans).
PanelForceStrength	PanelForceArray
PanelForceBuckling	PanelForceArray
PanelStrainStrength	PanelStrainArray
ShellElementForcesFactored	ShellElementForces	Contains force data for each element in a given zone, including load factors.
ShellElementForces	ShellElementForces	Contains force data for each element in a given zone, unfactored.
BeamForceStrength	BeamForceArray	Beam components only.
BeamForceBuckling	BeamForceArray	Beam components only.
BeamStrainStrength	BeamStrainArray	Beam components only.
BeamElementForcesFactored	BeamElementForces	Contains force data for each element in a given beam, including load factors.
BeamElementForces	BeamElementForces	Contains force data for each element in a given beam, unfactored.
Pressure	double
PluginPath	string	Contains the path to the plugin DLL.
TempPath	string	Contains the path to the temp folder for the current project.
DatabasePath	string	Contains the path to the database.
UserConstants	UserConstants
PluginFlags	PluginFlags

Referenced by:PluginPackageBase

PanelForceArray

PanelStrainArray

Plugin

Method	Parameters	Return Type	Description
Name	std::string	Plugin&	Plugin name. Displayed in interface and used in stress and analysis reports
Id	TPluginIdEnum	Plugin&	The ID of the plugin within the package. Each plugin must be assigned a unique ID greater than 0. Enums are recommended, and should be defined as 'enum : int' or 'enum class : int'
Version	std::string	Plugin&	Not related to the HyperX version.
GUID	std::string	Plugin&	The (g)lobally (u)nique (id)entifier for the plugin. The GUID is used to distinguish plugins from each other both within and across plugin packages.
Category	AnalysisCategory	Plugin&
QuickHelp	QuickHelp	Plugin&
AddConcept	Concept	Plugin&
AddObject	ObjectId	Plugin&
AddDetails	std::vector<DetailDefinition>	Plugin&	Analysis details for stress reporting and visualization in HyperX.

Referenced by: PackageConfiguration

PluginFlags

Contains information on whether a certain analysis method is active.

Method	Parameters	Return Type	Description
IsActive	TPluginEnum pluginIdEnum	bool	Returns true if the concept-based plugin is active for either limit or ultimate.
IsActive	TPluginEnum pluginIdEnum, ObjectId objectId	bool	Returns true if the object-based plugin is active for either limit or ultimate.
IsActive	TPluginEnum pluginIdEnum, MechanicalCondition mechanicalCondition	bool	Returns true if the concept-based plugin is active.
IsActive	TPluginEnum pluginIdEnum, ObjectId objectId, MechanicalCondition mechanicalCondition	bool	Returns true if the object-based plugin is active.

Referenced by:PanelBeamState

Ply

Field	Type	Description
Angle	float
Thickness	float
MaterialId	int
MaterialType	MaterialType
Stress	PlyStressArray	Ply stress in 1-2 coordinates.
Strain	PlyStrainArray	Ply strain in 1-2 coordinates.
StressSideA	PlyStressArray	Ply stress at Point A for a given stiffener
StressSideB	PlyStressArray	Ply stress at Point B for a given stiffener
StrainSideA	PlyStrainArray	Ply strain at Point A for a given stiffener
StrainSideB	PlyStrainArray	Ply strain at Point B for a given stiffener

Referenced by:Object

Example

using namespace hs;
// Ply stress. Average of top and bottom.
float sig1 = ply.Stress(SIG::SIG_1, Surface::Avg);
float sig2 = ply.Stress(SIG::SIG_2, Surface::Avg);
float tau12 = ply.Stress(SIG::TAU_12, Surface::Avg);

// Ply strain. Average of top and bottom.
float eps1 = ply.Strain(EPS::EPS_1, Surface::Avg);
float eps2 = ply.Strain(EPS::EPS_2, Surface::Avg);
float gamma12 = ply.Strain(EPS::GAM_12, Surface::Avg);

PlyStrainArray

PlyStressArray

PointType

QuickHelp

Method	Parameters	Return Type	Description
Title	std::string	QuickHelp&
Text	std::string	QuickHelp&
Image	std::string	QuickHelp&	A base 64 encoded string. See note for how to generate.
AddSection	QuickHelpSection	QuickHelp&

Referenced by Plugin, PackageConfiguration

Image String Generation

The image is stored as a base 64 encoded string. You can easily encode an image as a base 64 string with Python. The text output from the following script can be copied into the C++ QuickHelp configuration.

import base64

imageFile = "PATH-TO-YOUR-IMAGE-FILE"
outputFile = "b64Image.txt"

def chunker(seq, size):
    return (seq[pos:pos + size] for pos in range(0, len(seq), size))

with open(imageFile, "rb") as f:
        data = f.read()

with open(outputFile, "w") as f:
    for chunk in chunker(base64.b64encode(data).decode("utf-8"), 120):
        f.write('"' + chunk + '"\n')

QuickHelpSection

Method	Parameters	Return Type	Description
Title	std::string	QuickHelp&
Text	std::string	QuickHelp&
Image	std::string	QuickHelp&	A base 64 encoded string. See note on the QuickHelp page.

Referenced by QuickHelp

ResultList

Output of the Analyze() method. Stores a list of AnalysisResult instances.

Method	Parameters	Return Type	Description
Add	AnalysisResult result	void	Add a result. If an existing result with a lower MS is present, the result is not stored.
Add	vector<AnalysisResult> results	void	Add multiple results. If an existing result with a lower MS is present, the result is not stored.
Add	DetailList details	void	Adds the analysis details to the analysis results.
Count		size_t	Returns the number of analysis results.
operator[]	int i	AnalysisResult	Returns a reference to an analysis result.
GetDetails		DetailList	Returns the existing details.

ShellElementForce

ShellElementForces

Method	Parameters	Return Type	Description
operator()	int i	ShellElementForce	Returns the force data in a given element.
Count		int

Referenced by:PanelBeamState

SpacingSpan

Width of spacing span objects relative to the left and right skin component.

Field	Type	Description
Width	double	Width of the spacing span object. For uniaxial panels this is the same as the stringer pitch. For corrugated panels it is equivalent to the stringer pitch minus the width of the closed span.
Active	bool	For stringer segment components, describes whether this spacing span is being used when determining the margins of safety. This distinction is necessary since stringer segments are analyzed using a single skin component, yet a stringer segment can be associated with two skin components (left and right).

SpacingSpanArray

StiffenerProperty

Field	Type	Description
E	double	Average Young's modulus, E. E* = EA / A*
G	double	Average shear modulus, G. G* = GJ / J*
A	double	Area. A = Σ bi * ti
I1	double	I1 = EI1 / E*
I2	double	I2 = EI2 / E*
I12	double	Product moment of inertia.
J	double	Polar are moment of inertia.
EA	double	Sum of the membrane stiffness terms for each object: EA = Σ A11,i * bi
EI1	double	Bending stiffness about the y-axis.
EI2	double	Bending stiffness about the x-axis.
GJ	double	Torsional stiffness.
X_NA	double	Vertical distance from the midplane of facesheet to the neutral axis of the stiffener.
Y_NA	double	Horizontal distance from middle of the foot flange to the neutral axis of the stiffener.
Aenc	double	Enclosed area for closed stiffener sections.
Density	double	Average density. ρ = Σ ρi Ai
Alpha	double	Average thermal expansion coefficient. α = Σ α1,i Ai

Referenced by:PanelBeamState

TemperatureCurveType

UserConstantDefinition

Method	Parameters	Return Type	Description
Name	std::string	UserConstantDefinition&	User constant name.
Id	TUserConstantIdEnum	UserConstantDefinition&	The ID of the user constant within the package. Each user constant must be assigned a unique ID greater than 0. Enums are recommended, and should be defined as 'enum : int' or 'enum class : int'
GUID	std::string	UserConstantDefinition&	The (g)lobally (u)nique (id)entifier for the user constant. The GUID is used to distinguish user constants from each other both within and across plugin packages.
Description	std::string	UserConstantDefinition&
QuickHelp	QuickHelp	UserConstantDefinition&
DataType	UserConstantDataType	UserConstantDefinition&
DefaultValue	std::string	UserConstantDefinition&
DefaultValue	const char*	UserConstantDefinition&
DefaultValue	double	UserConstantDefinition&
DefaultValue	int	UserConstantDefinition&
DefaultValue	bool	UserConstantDefinition&
Category	std::string	UserConstantDefinition&

Referenced by: PackageConfiguration

UserConstants

Holds a set of user defined constants as defined in the Settings section of the Failure Mode Form. The user constants are exposed via the UserConstants field on the PluginPackageBase class.

Method	Parameters	Return Type	Description
GetValue<DataType>	TEnum userConstantId	DataType	Returns a user constant value of type DataType for the primary component. Throws exception if the constant is not found.
GetValue<DataType>	int componentId, TEnum userConstantId	DataType	Returns a user constant value of type DataType for the specified component, corresponding to the skin or stringer of a panel segment. Throws exception if the constant is not found.
TryGetValue<DataType>	TEnum userConstantId, DataType& valueOut	bool	Tries to extract the user constant value for the primary component. Throws an exception if the constant is not found.
TryGetValue<DataType>	int componentId, TEnum userConstantId, DataType valueOut	bool	Tries to extract the user constant value for the specified component. Throws an exception if the constant is not found.
GetValueOptional<DataType>	TEnum userConstantId	std::optional<DataType>	Tries to extract the user constant value for the primary component. Throws an exception if the constant is not found. If the constant does not have a value, a std::optional with no value is returned.
GetValueOptional<DataType>	int componentId, TEnum userConstantId	std::optional<DataType>	Tries to extract the user constant value for the specified component. Throws an exception if the constant is not found. If the constant does not have a value, a std::optional with no value is returned.

Example

// User constant for smeared panel or stiffener segment.

double fixity = state_.UserConstants.GetValue<double>(UserConstantId::c_fixity);

Referenced by: PanelPackageBase

Field	Type	Description
Et1	double
Et2	double
Et3	double
nu12t	double
Ec1	double
Ec2	double
Ec3	double
nu12c	double
G12	double
G13	double
G23	double
RamF07	double	Ramberg-Osgood F0.7 reference stress
RamExp	double	Ramberg-Osgood
Alpha1	double	Thermal expansion (in/in/F)
Alpha2	double	Thermal expansion (in/in/F)

Field	Type
HasHoles	bool
Diameter	double
CounterSinkDepth	double
Pitch	double
Rows	int
BoltCount	int
BoltLoads	BoltLoad*
ClampedLayerCount	int
ClampedLayers	ClampedLayer[5]

Field	Type	Description
Curves	CurveType[10]	All temperature curves for a single method. Note that array is static size and must be looped over with the CurveCount property.
CurveCount	int
CurveType	TemperatureCurveXAxisType	Each method can only define temperature curves for a single x-axis type

AnalysisResult

BeamElementForce

BeamElementForces

BeamForceArray

BeamStrainArray

BoltLoad

ClampedLayer

CurveType

DetailDefinition

DetailDefinitionList

DetailList

FoamAllowable

HoneycombAllowable

IsotropicAllowable

LaminateAllowable

Margin

MaterialProperty

MaterialStiffness

Object

ObjectGeometry

ObjectHoles

ObjectIds

ObjectStiffness

OrthotropicAllowable

PackageConfiguration

PanelBeamProperty

PanelBeamState

PanelForceArray

PanelStrainArray

Plugin

PluginFlags

Ply

PlyStrainArray

PlyStressArray

PointType

QuickHelp

QuickHelpSection

ResultList

ShellElementForce

ShellElementForces

SpacingSpan

SpacingSpanArray

StiffenerProperty

TemperatureCurveType

UserConstantDefinition

UserConstants

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