﻿AxialResistance_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

C#
```public bool AxialResistance_Type5(
CHS Brace1,
double theta1,
double N1,
CHS Brace2,
double theta2,
double N2,
CHS Brace3,
double theta3,
double N3,
double g
)```
Visual Basic (Declaration)
```Public Function AxialResistance_Type5 ( _
Brace1 As CHS, _
theta1 As Double, _
N1 As Double, _
Brace2 As CHS, _
theta2 As Double, _
N2 As Double, _
Brace3 As CHS, _
theta3 As Double, _
N3 As Double, _
g As Double _
) As Boolean```
Visual C++
```public:
bool AxialResistance_Type5(
CHS^ Brace1,
double theta1,
double N1,
CHS^ Brace2,
double theta2,
double N2,
CHS^ Brace3,
double theta3,
double N3,
double g
)```

#### Parameters

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

Variables definition:

#### Return Value

True, if all resistance criteria are met

# Remarks

N1, N2, N3 positive signing accoring to table 7.6