Fillet weld size must be specified correctly on every engineering drawing — too small risks structural failure; over-specified wastes material, time, and introduces unnecessary residual stress and distortion. This calculator determines the minimum fillet weld leg size per AWS D1.1 (Table 8.8) and EN 1993-1-8 based on plate thickness, and also calculates the required fillet size for a given load based on throat stress.
Weld Fillet Size Calculator
Fillet throat: a = s × sin(45°) = s / √2 ≈ 0.707 × s (for equal-leg 90° fillet)
EN 1993-1-8 throat stress: τ = F / (a × L × n_welds) ≤ f_vw / γ_M2 (γ_M2 = 1.25)
AWS D1.1 uses design throat = 0.707 × s; allowable shear stress = 0.30 × F_EXX
Min leg size — AWS D1.1 Table 8.8 based on thicker part joined
AWS D1.1 Minimum Fillet Weld Size — Table 8.8
| Thicker part joined (mm) | Min. fillet leg size (mm) | Min. throat (mm) |
|---|---|---|
| Up to 6 mm | 3 mm | 2.1 mm |
| Over 6 to 12 mm | 5 mm | 3.5 mm |
| Over 12 to 19 mm | 6 mm | 4.2 mm |
| Over 19 to 38 mm | 8 mm | 5.7 mm |
| Over 38 mm | 10 mm | 7.1 mm |
Fillet Weld Geometry and Throat
For a standard equal-leg fillet weld with legs of size s and a joint angle of 90°, the theoretical throat (a) is the perpendicular distance from the root to the face of the weld:
a = s × sin(45°) = s / √2 ≈ 0.707 × s
The design throat in EN 1993-1-8 is the theoretical throat (assuming full root penetration); in AWS D1.1 it is 0.707 × leg size for equal-leg fillets. The throat is the critical dimension governing weld strength — all load capacity calculations use the throat, not the leg.
Maximum Fillet Weld Size
AWS D1.1 and EN 1993-1-8 both specify a maximum fillet weld leg size to prevent burn-through and ensure adequate fusion:
- Along edges of material 6mm or less thick: equal to plate thickness
- Along edges of material over 6mm thick: plate thickness minus 1.5mm
If the required fillet size exceeds the maximum, a partial penetration groove weld (PJP) or full penetration weld (CJP) must be specified instead.
References
- AWS D1.1/D1.1M:2020 Structural Welding Code — Steel. Table 8.8: Minimum Size of Fillet Welds.
- EN 1993-1-8:2005+A1:2014 Eurocode 3: Design of steel structures — Part 1-8: Design of joints. Clause 4.5.
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