Click or drag to resize

CHSChordConnectionAxialResistance_Type6 Method

EC3 Steel Connection Design Library
Type 6 joint calculation

Variables definition:

Namespace:  SteelConnectionsEC3
Assembly:  SteelConnectionsEC3 (in SteelConnectionsEC3.dll) Version: 1.0.0.0 (1.0.0.0)
Syntax
public bool AxialResistance_Type6(
	CHS Brace1,
	double theta1,
	double N1,
	SteelGrade Brace1Steel,
	CHS Brace2,
	double theta2,
	double N2,
	SteelGrade Brace2Steel,
	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
g
Type: SystemDouble
Not important for this function, it is used to have simmilar signature to AxialResistance_Type7

Variables definition:

Return Value

Type: Boolean
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