EC3 Steel Connection Design Library
Type 7 joint calculation

Variables definition:

Namespace:  SteelConnectionsEC3
Assembly:  SteelConnectionsEC3 (in SteelConnectionsEC3.dll) Version: 1.0.0.0 (1.0.0.0)

Syntax

C#
public bool AxialResistance_Type7(
	CHS Brace1,
	double theta1,
	double N1,
	CHS Brace2,
	double theta2,
	SteelGrade Brace1Steel,
	double N2,
	SteelGrade Brace2Steel,
	double g
)
Visual Basic (Declaration)
Public Function AxialResistance_Type7 ( _
	Brace1 As CHS, _
	theta1 As Double, _
	N1 As Double, _
	Brace2 As CHS, _
	theta2 As Double, _
	Brace1Steel As SteelGrade, _
	N2 As Double, _
	Brace2Steel As SteelGrade, _
	g As Double _
) As Boolean
Visual C++
public:
bool AxialResistance_Type7(
	CHS^ Brace1, 
	double theta1, 
	double N1, 
	CHS^ Brace2, 
	double theta2, 
	SteelGrade^ Brace1Steel, 
	double N2, 
	SteelGrade^ Brace2Steel, 
	double g
)

Parameters

Brace1
Type: CHS
Brace 1 object
theta1
Type: System..::.Double
Angle of brace 1
N1
Type: System..::.Double
Axial force of brace 1
Brace2
Type: CHS
Brace 2 object
theta2
Type: System..::.Double
Angle of brace 2
Brace1Steel
Type: SteelConnectionsEC3..::.SteelGrade
Brace 1 steel
N2
Type: System..::.Double
Axial force of brace 2
Brace2Steel
Type: SteelConnectionsEC3..::.SteelGrade
Brace 2 steel
g
Type: System..::.Double
gap

Return Value

True, if all resistance criteria are met

Remarks

N1, N2 positive signing accoring to table 7.6, this joint is a gap joint

See Also