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CHSChordConnectionAxialResistance_Type3 Method

EC3 Steel Connection Design Library
Type 3 joint calculation

Variables definition:

Namespace:  SteelConnectionsEC3
Assembly:  SteelConnectionsEC3 (in SteelConnectionsEC3.dll) Version: 1.0.0.0 (1.0.0.0)
Syntax
public bool AxialResistance_Type3(
	CHS Brace1,
	double theta1,
	double N1,
	SteelGrade Brace1Steel,
	CHS Brace2,
	double theta2,
	double N2,
	SteelGrade Brace2Steel,
	double g,
	double p,
	double q,
	bool GapJoint
)

Parameters

Brace1
Type: CHS
Brace 1 object (overlapping member in case of overlap connection)
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
gap length

Variables definition:

>
p
Type: SystemDouble
overlapped distance p

q
Type: SystemDouble
overlapping length q

GapJoint
Type: SystemBoolean
True, in case of gap joint, otherwise overlapped joint

Return Value

Type: Boolean
True, if all resistance criteria are met
Remarks
N1,N2 positive signing accoring to table 7.2
See Also