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
)
Public Function AxialResistance_Type6 (
Brace1 As CHS,
theta1 As Double,
N1 As Double,
Brace1Steel As SteelGrade,
Brace2 As CHS,
theta2 As Double,
N2 As Double,
Brace2Steel As SteelGrade,
g As Double
) As Boolean
public:
bool AxialResistance_Type6(
CHS^ Brace1,
double theta1,
double N1,
SteelGrade^ Brace1Steel,
CHS^ Brace2,
double theta2,
double N2,
SteelGrade^ Brace2Steel,
double g
)
member AxialResistance_Type6 :
Brace1 : CHS *
theta1 : float *
N1 : float *
Brace1Steel : SteelGrade *
Brace2 : CHS *
theta2 : float *
N2 : float *
Brace2Steel : SteelGrade *
g : float -> bool
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_Type7Variables definition:
Return Value
Type:
BooleanTrue, if all resistance criteria are met
Remarks N1, N2 positive signing accoring to table 7.6, this joint is a gap joint
See Also