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CHSChordConnectionAxialResistance_Type5 Method

EC3 Steel Connection Design Library
Type 5 joint calculation

Variables definition:

Namespace:  SteelConnectionsEC3
Assembly:  SteelConnectionsEC3 (in SteelConnectionsEC3.dll) Version: 1.0.0.0 (1.0.0.0)
Syntax
public bool AxialResistance_Type5(
	CHS Brace1,
	double theta1,
	double N1,
	SteelGrade Brace1Steel,
	CHS Brace2,
	double theta2,
	double N2,
	SteelGrade Brace2Steel,
	CHS Brace3,
	double theta3,
	double N3,
	SteelGrade Brace3Steel,
	double g
)

Parameters

Brace1
Type: CHS
Brace 1 object
theta1
Type: SystemDouble
Angle of brace 1
N1
Type: SystemDouble
Axial force of brace 1
Brace1Steel
Type: SteelConnectionsEC3SteelGrade
Brace 1 steel
Brace2
Type: CHS
Brace 2 object
theta2
Type: SystemDouble
Angle of brace 2
N2
Type: SystemDouble
Axial force of brace 2
Brace2Steel
Type: SteelConnectionsEC3SteelGrade
Brace 2 steel
Brace3
Type: CHS
Brace 3 object
theta3
Type: SystemDouble
Angle of brace 3
N3
Type: SystemDouble
Axial force of brace 3 (compressive)
Brace3Steel
Type: SteelConnectionsEC3SteelGrade
Brace 3 steel
g
Type: SystemDouble
gap length

Variables definition:

Return Value

Type: Boolean
True, if all resistance criteria are met
Remarks
N1, N2, N3 positive signing accoring to table 7.6
See Also