	Name	Description
	Connection	Element's nodes indices.
	NumberOfDofPerNode	Number of degrees of freedom at each node.
	NumberOfNodes	Element's number of nodes.
	plotValues
	TotalDof	Total number of degrees of freedom per element: NumberOfDofPerNode * NumberOfNodes

	Name	Description
	B	Strain-Displacement matrix.
	elFaces	Element face array.
	K	StiffnessMatrix matrix.
	mat	Element's material.
	NumberOfDimensions	Number of dimensions in model.
	NumberOfGaussPoints	Number of gauss points per element.
	NumberOfStressesPerNode	Number of stresses per node.
	StressMatrix	Element's stress matrix.

	Name	Description
	Faces	Gets element faces.
	Material	Gets or set the material of this element.
	Principals	Gets or sets element's principal stresses (defined as double [numberOfNodes, 3]).
	StiffnessMatrix	Stiffness matrix.
	Stress	Gets or sets element's stresses (defined as double [numberOfNodes, numberOfStressesPerNode]).
	VonMises	Gets or sets element's VonMises stress (defined as double [numberOfNodes]).

	Name	Description
	CalcPrincipal	Overloaded. Computes VonMises and principal stresses.
	CalcStiffness	Computes element's stiffness matrix.
	CalcStress	Computes element's stresses.
	CalcTemp	Computes element's load derived from thermal expansion.
	Clone	Creates a deep copy of this element.
	ConvertToSurrogate
	Draw	Overloaded.
	DrawWithSharpColor
	DrawWithSharpColorElement
	DrawWithSmoothColor
	DrawWithSmoothColorElement
	FixAllEdgeFace	Fixes all degrees of freedom of all the nodes of one edge (or face).
	FixEdgeFace	Fixes the desired degrees of freedom of all the nodes of one edge (or face).
	GetTriangles
	Refine	Refine the Element objects.
	SetPressure	Overloaded. Loads an edge or a face of the element given a pressure vector.
	SetRestraintEdgeFace	Sets a fixed displacement on all the nodes of one edge (or face).
	SetRestraintEdgeFaceInX	Sets a fixed displacement along the X degree of freedom on all the nodes of one edge (or face).
	SetRestraintEdgeFaceInY	Sets a fixed displacement along the Y degree of freedom on all the nodes of one edge (or face).
	SetRestraintEdgeFaceInZ	Sets a fixed displacement along the Z degree of freedom on all the nodes of one edge (or face).
	ToString
	UpdateVonMisesAndPrincipals	Updates the VonMises and Principal (P1, P2, P3) stresses using the Stress array as input.
	WeightedAverage	Overloaded. Returns XC = (X2 + X4 + X6 + X8)/2 - (X1 + X3 + X5 + X7)/4

	Name	Description
	ComputeCartesianStressAtSamplingPoint
	DrawFace3	Overloaded.
	DrawFace4	Overloaded.
	DrawFace6	Overloaded.
	DrawFace8	Overloaded.
	DrawFaceElement3
	DrawFaceElement4
	DrawFaceElement6
	GaussQuadrature
	GetFace3
	GetFace4
	GetFace6
	GetFace8
	StiffnessComputation	1) Construct the UPPER triangle of the stiffness matrix 2) Transform the stiffness for any local coordinates 3) Determines the lower and upper element connection indices