Introduction

This calculator allows the user to analyse and check each fillet weld within a weld group to ensure compliance with the Australian Standard AS 4100:2020. The user defines the weld group geometry by inputting the start and end coordinates of each weld line. Using user input forces, the calculator then checks the shear force at each end of each weld line to to ensure the critical design shear is considered.
A typical connection with a weld group is a beam to column welded connection.
❗This calculation has been written in accordance with Australian Standard AS 4100.
Beam to column welded connection

Calculation

Technical notes

  1. This calculator does not consider out-of-plane forces.
  2. This calculator checks for four weld lines only. For other amounts of weld lines, use the spreadsheet directly.

⬇️ Input

Weld Properties



Weld category*
:1

*Input 1 for General Purpose (GP) or 2 for Special Purpose (SP)


Weld electrode type (E)
:69



Weld thickness
:6mm



Weld Group Geometry

Loads

⬇️ Output

Weld Capacity



Capacity factor
:0.6



Nominal tensile strength of weld metal, fuw
:690MPa



Design capacity per unit length (N/mm)
:1043



Weld Group Geometry

Loads

⬇️ Design Check



Weld group design check summary
:6mm GP 69 works


1
63.24
217.94
354.81
SAFE
2
-36.76
217.94
280.97
SAFE
3
-36.76
217.94
280.97
SAFE
4
-36.76
-162.06
289.58
SAFE
5
63.24
-162.06
361.66
SAFE
6
-36.76
-162.06
289.58
SAFE
7
63.24
-162.06
361.66
SAFE
8
163.24
-162.06
466.72
SAFE

💡Explanation

Welding is used in the fabrication of steelwork and is particularly useful in connections and for combining several plates or sections into built-up sections with greater capacity then available rolled sections. More then one weld line forms a weld group. A weld group is subject to in-plane eccentric forces and moments.

Weld capacity

Analysis of weld groups

Weld category

Weld electrode type


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