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
| Profile | Effective throat vs theoretical |
|---|---|
| Flat | Equal to theoretical |
| Convex | Equal to theoretical (reinforcement not counted per AWS) |
| Concave | Less 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.