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
)
Public Function AxialResistance_Type5 (
Brace1 As CHS,
theta1 As Double,
N1 As Double,
Brace1Steel As SteelGrade,
Brace2 As CHS,
theta2 As Double,
N2 As Double,
Brace2Steel As SteelGrade,
Brace3 As CHS,
theta3 As Double,
N3 As Double,
Brace3Steel As SteelGrade,
g As Double
) As Boolean
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
)
member AxialResistance_Type5 :
Brace1 : CHS *
theta1 : float *
N1 : float *
Brace1Steel : SteelGrade *
Brace2 : CHS *
theta2 : float *
N2 : float *
Brace2Steel : SteelGrade *
Brace3 : CHS *
theta3 : float *
N3 : float *
Brace3Steel : 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 - 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 lengthVariables definition:
Return Value
Type:
BooleanTrue, if all resistance criteria are met
Remarks N1, N2, N3 positive signing accoring to table 7.6
See Also