﻿AxialResistance_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

C#
```public bool AxialResistance_Type3(
CHS Brace1,
double theta1,
double N1,
CHS Brace2,
double theta2,
double N2,
double g,
double p,
double q,
bool GapJoint
)```
Visual Basic (Declaration)
```Public Function AxialResistance_Type3 ( _
Brace1 As CHS, _
theta1 As Double, _
N1 As Double, _
Brace2 As CHS, _
theta2 As Double, _
N2 As Double, _
g As Double, _
p As Double, _
q As Double, _
GapJoint As Boolean _
) As Boolean```
Visual C++
```public:
bool AxialResistance_Type3(
CHS^ Brace1,
double theta1,
double N1,
CHS^ Brace2,
double theta2,
double N2,
double g,
double p,
double q,
bool GapJoint
)```

#### Parameters

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

Variables definition:

>
p
Type: System..::.Double
overlapped distance p

q
Type: System..::.Double
overlapping length q

GapJoint
Type: System..::.Boolean
True, in case of gap joint, otherwise overlapped joint

#### Return Value

True, if all resistance criteria are met

# Remarks

N1,N2 positive signing accoring to table 7.2