Fillet weld for Steel Connections | Guidelines for Fillet Welds

Fillet Weld Gauge by GAL GAGE Company

Fillet weld & Strength of Fillet Weld

When faces of two members are inclined at an angle, fillet weld is used. Fillet welds usually have a triangular cross-section. In order to do fillet welding, the angle between joining surfaces shall be within a range of 60 to 120 degrees.

Fillet Weld Gauge by GAL GAGE Company

Fillet Weld Gauge by GAL GAGE Company

Important factors that decide the capacity of fillet welds are the grade of electrode used for welding, the length of weld and throat thickness of weld which depends on leg length. Leg length (S) and throat thickness (St) of a weld is represented in the image below.

check fillet weld leg length and fillet weld throat dimension

check fillet weld leg length and fillet weld throat dimension

The throat thickness depends on the angle of inclination between the surfaces, with a maximum of 70% of leg length when the angle is 60 to 90 degree. Which reduces upto 50% as the angle increases to 120degree. Throat thickness values for various angles are summarized in table below.

Throat thickness values for various fillet weld angles

Throat thickness values for various fillet weld angles

Angle between welded surfacesRatio of effective throat thickness to leg length of fillet weld (St/S)
60 – 90 deg.0.70
91-100 deg.0.65
101-106 deg.0.60
107 – 113 deg.0.55
114-120 deg.0.50

Guidelines for using Fillet welds in Steel Structures

  • Minimum end returns required for terminating fillet welds at ends shall be projected around corners for a minimum length of 2 x Leg length.
  • While using fillet welds for lap joints, the lapping distance should be four times (4t) the thickness of thinner element.
  • Fillet welds terminating at ends of connected parts should be returned round the comers for a distance of at least twice the leg length.
Fillet Welding

Fillet Welding

When members are subjected to bending moments about longer axis, single fillet welds shall not be used.

In occasions were intermittent fillet welds are used, weld spacing shall not be more than 16 times (16t) the thickness of element or 300mm for compression elements steel connection and 24 times minimum thickness for weld in tension. It is advised not to use intermittent weld if proper corrosion control is not possible.

Full capacity of fillet weld is achieved only when throat thickness, St, is greater than half the thickness of member. Effective length of fillet weld for design is calculated as

(Actual length – 2 x leg length) >= 4 x Leg length

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