Fillet Weld Effective Throat Calculator

Calculate effective and theoretical throat size from leg size for any weld profile

Computes the theoretical throat (0.707 x leg for an equal-leg fillet), the effective throat for convex or concave profiles, and the throat for unequal-leg fillets, plus the weld cross-sectional area used in AWS D1.1 strength calculations. It runs free in your browser on Gera Tools, with nothing uploaded.

Last updated Source: Gera Tools

What is the theoretical throat of a fillet weld?

For an equal-leg fillet weld, the theoretical throat is the perpendicular distance from the root to the hypotenuse, equal to 0.707 times the leg size. A 1/4 inch leg gives a 0.177 inch theoretical throat, which is the dimension used to compute weld strength.

The effective throat is the dimension that actually carries load in a fillet weld, so getting it right is the basis of every weld-strength check. This calculator finds the theoretical throat from the leg size, adjusts for weld profile to give the effective throat, and reports the cross-sectional area for strength and filler-metal estimates.

How it works

For a right-triangle fillet, the throat is the altitude from the root to the face:

equal-leg theoretical throat   = 0.707 * leg
unequal-leg theoretical throat = (leg1 * leg2) / sqrt(leg1^2 + leg2^2)
effective throat (flat/convex) = theoretical throat
effective throat (concave)     = measured to the concave face (smaller)
cross-section area             = 0.5 * leg1 * leg2  (triangle)

Design per AWS D1.1 uses the effective throat times the weld length as the shear-resisting area, while the triangular cross-section area times length gives the deposited weld volume for consumable estimates.

Worked example: equal-leg fillet

For a 5/16-inch equal-leg fillet weld (a common size in structural steel):

theoretical throat = 0.707 × 0.3125 = 0.221 in
cross-section area = 0.5 × 0.3125 × 0.3125 = 0.0488 in²

For a 12-inch weld, the shear-resisting area is 0.221 × 12 = 2.65 in². If the same weld has a concave profile, the effective throat is smaller — say 0.190 in rather than 0.221 — reducing the shear area to 0.190 × 12 = 2.28 in² even though the leg size on paper is identical. This is why profile matters in a strength check.

Unequal-leg example

For a fillet with legs of 3/8 inch and 1/4 inch:

throat = (0.375 × 0.25) / sqrt(0.375² + 0.25²)
       = 0.09375 / sqrt(0.140625 + 0.0625)
       = 0.09375 / sqrt(0.203125)
       = 0.09375 / 0.4507
       ≈ 0.208 in

The area of the triangle is 0.5 × 0.375 × 0.25 = 0.0469 in². Notice the throat is governed by the altitude of the right triangle, not either leg.

Profile effects on effective throat

ProfileEffective throat vs theoretical
FlatEqual to theoretical
ConvexEqual to theoretical (reinforcement not counted per AWS)
ConcaveLess than theoretical — design must use measured face distance

Excessive convexity wastes filler metal and can introduce stress concentration at the toes without adding design strength. Aim for a flat or very slightly convex profile. A concave weld produced by excessive travel speed or wrong electrode angle can legally undercut the required throat even with the correct leg size — always verify with a weld gauge.

Using the results

  • Strength check: multiply the effective throat by the weld length to get the shear area. Then apply the allowable shear stress from your design standard.
  • Consumable estimate: use the triangular cross-section area times weld length to estimate deposited weld volume, then convert to weight using the electrode efficiency and filler density.
  • AWS D1.1 minimum size: the code sets a minimum fillet weld leg size based on the thinner base metal thickness — always verify the minimum meets the code as well as the strength requirement.