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Fillet Weld Throat Calculation

The fillet weld throat calculation determines the critical cross-sectional dimension used to evaluate the load-carrying capacity of a fillet weld. The throat is the shortest distance from the root of the weld to the face and represents the minimum section through which stress is transmitted. An accurate throat calculation is necessary for sizing fillet welds in piping, pressure vessel, and structural applications per AWS D1.1, ASME B31.3, and AISC 360.

Throat Calculation Formulas

For equal-leg fillet welds with a flat or slightly convex face, the theoretical throat is calculated as:

Theoretical throat (a) = 0.707 x leg size (L)

This factor (0.707 = cos 45 degrees) applies because the throat is the perpendicular distance from the root to the hypotenuse of the right triangle formed by two equal legs.

ParameterFormulaNotes
Theoretical throat (equal legs)a = 0.707 x LStandard 45-degree fillet
Theoretical throat (unequal legs)a = (L1 x L2) / sqrt(L1^2 + L2^2)Shortest distance root to face
Effective throata(eff) = theoretical throat + root penetrationOnly when penetration is verified (SAW, GMAW)
Weld area per unit lengthA = a x lengthUsed in strength calculations
Shear capacity per unit lengthq = a x 0.60 x FEXXAWS D1.1 / AISC method

Worked Examples

Example 1: Equal-leg fillet weld (10 mm leg)

  • Theoretical throat: a = 0.707 x 10 = 7.07 mm
  • For a 200 mm weld length: effective area = 7.07 x 200 = 1,414 mm2
  • Using E70xx electrodes (FEXX = 482 MPa): shear capacity = 1,414 x 0.60 x 482 = 408,927 N (409 kN)

Example 2: Unequal-leg fillet weld (6 mm x 10 mm)

  • Throat: a = (6 x 10) / sqrt(36 + 100) = 60 / 11.66 = 5.14 mm
  • For a 150 mm weld length: effective area = 5.14 x 150 = 771 mm2

Throat vs Leg Size Reference Table

Leg Size (mm)Leg Size (in)Theoretical Throat (mm)Theoretical Throat (in)
31/82.10.088
53/163.50.133
61/44.20.177
85/165.70.221
103/87.10.265
131/29.20.354
165/811.30.442
193/413.40.530
25117.70.707

Effective Throat and Deep Penetration

AWS D1.1 allows an increase in the effective throat for submerged arc welding (SAW) and gas metal arc welding (GMAW) when root penetration beyond the theoretical throat can be demonstrated by qualification testing or macroetch examination. This is particularly relevant for automated welding on pipe supports and structural connections.

The effective throat in such cases becomes the theoretical throat plus the measured root penetration. This credit can reduce the required weld leg size by 10-15%, saving filler metal and reducing distortion.

For non-destructive testing of fillet welds, the actual throat is verified using bridge cam gauges during visual inspection.

Read the full guide to fillet welds

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