Fillet weld calculator: leg size, throat, volume and weight

Convert fillet weld leg size to theoretical throat, or throat to equal legs, for a 90° joint. Estimate triangular deposited-metal quantities for one weld or a joint list in millimetres or inches.

Method checked against TWI, Design, Part 2 (Job Knowledge 91) on 17 Oct 2026. A calculation aid for study and estimating, not a substitute for the WPS, the drawing or the responsible inspector.

Units and deposited-metal density

Units convert the current dimensions. Density is always kg/m³. Presets are approximate bulk-material values; confirm the deposited alloy and temperature. See published density references.

Joint list

Each row describes one continuous fillet line repeated by the quantity. For two identical sides, use quantity 2. For intermittent welds, enter each welded segment, excluding gaps.

Joint 1

Use an independently measured change in actual throat, not the maximum face bulge or depression. The adjusted throat must stay above zero and at or below the shorter leg. This adjustment does not change the triangular metal estimate.

Input limits: legs above 0 through 1,000 mm, length 0–10,000,000 mm (converted in inches), 1–10,000 identical lines per row, up to 100 rows. These are software limits, not weld specifications.

Geometry and quantity results

All joints, including quantities

Total welded length
1,000 mm
Triangular deposited-metal volume
18,000 mm³
Estimated weld-metal weight (mass)
0.1413 kg

Quantity estimates exclude face curvature, root gaps, penetration and consumable losses. They are not a filler-metal purchase quantity.

Joint 1: Joint 1

Legs a × b
6 × 6 mm
Theoretical throat t
4.2426 mm
Adjusted actual throat (user measurement)
4.2426 mm
Triangular cross-section area
18 mm²
Geometric effective area, t × L, per line
4,242.6407 mm²
Adjusted actual-throat area, per line
4,242.6407 mm²
Volume per m
18,000 mm³/m
Weight (mass) per m
0.1413 kg/m
Volume per line
18,000 mm³
Weight (mass) per line
0.1413 kg
Row volume × quantity
18,000 mm³
Row weight (mass) × quantity
0.1413 kg
Right-angle fillet: legs a and b, theoretical throat tFlat triangular face for joint 1. Leg a is 6 mm; leg b is 6 mm. The perpendicular from the root to the face is 4.2426 mm. Profile adjustments are not drawn.Leg bLeg aThroat t90° root · flat-face geometry
Joint 1, scaled to the entered legs. Dashed line: theoretical throat. Convexity and concavity are not drawn.

Calculations retain full precision; displayed values are rounded. “Geometric effective area” is t × the entered effective length; code end deductions, penetration credit and strength checks are not applied. Convexity receives no design credit here.

Fillet weld calculation formulas

Let a and b be the two leg lengths, t the theoretical throat, L the effective length you enter for one weld line, N the number of identical lines, and ρ the selected density. All dimensions must use the same length unit.

  • Equal-leg, 90° flat fillet: t = a / √2 ≈ 0.707 × a. Reverse: a = t × √2. Calculations use the exact √2 relation.
  • Unequal legs at 90°: t = a × b / √(a² + b²).
  • Triangular cross-section: A = a × b / 2.
  • Geometric effective area per line: Aₑ = t × L.
  • Triangular deposited-metal volume per line: V = A × L. Row volume = N × V.
  • Mass in kg: m = V(mm³) × ρ(kg/m³) / 1,000,000,000.
  • Volume per metre = A(mm²) × 1,000; mass per metre = A(mm²) × ρ / 1,000,000 kg/m.
  • Volume per foot = A(in²) × 12 in³/ft; mass per foot = mass(kg/m) × 0.3048 / 0.45359237 lb/ft.

The throat and triangle-area model follows TWI, Design, Part 2. Our unequal-leg derivation equates the triangle area a × b / 2 with t × √(a² + b²) / 2. Volume is area times length; mass is density times volume. Unit conversions use 1 in = 25.4 mm and 1 lb = 0.45359237 kg.

Convexity, concavity and actual throat

TWI distinguishes the shortest root-to-face distance from the straight-face theoretical throat. A curved face needs its measured profile; maximum bulge alone does not locate the shortest distance.

This tool accepts a user-measured change Δ in that minimum distance: adjusted actual throat = t + Δ for convexity, or t − Δ for concavity. Adjusted actual-throat area = adjusted throat × L. The toes remain on the face, so the adjusted throat cannot exceed the shorter leg. No penetration is assumed.

For example, if a 6 mm equal-leg weld has an independently measured minimum throat 0.2 mm below its flat-face value, select concave and enter 0.2 mm. The estimate is 4.2426 − 0.2 = 4.0426 mm. Entering a 0.2 mm maximum depression without establishing the minimum throat is not sufficient.

Profile adjustment does not change the geometric effective area or triangular volume in this calculator. Actual reinforcement or concavity volume needs a measured cross-section. Convexity is not credited as extra design strength. See TWI's discussion of fillet profiles.

Worked example: 6 mm fillet, 1 m long

For equal legs a = b = 6 mm, flat face, L = 1,000 mm and carbon-steel density 7,850 kg/m³:

  • Theoretical throat = 6 / √2 = 4.2426 mm.
  • Geometric effective area = 4.242640687… × 1,000 = 4,242.6407 mm².
  • Cross-section = 6 × 6 / 2 = 18 mm².
  • Volume = 18 × 1,000 = 18,000 mm³ (18 cm³).
  • Weight (mass) = 18,000 × 7,850 / 1,000,000,000 = 0.1413 kg, also 0.1413 kg/m.

For two identical weld lines, use quantity 2: total volume is 36,000 mm³ and mass is 0.2826 kg. For unequal legs 6 mm and 8 mm, t = 48 / √100 = 4.8 mm and A = 24 mm². These are original geometry examples, not exam questions.

Density choices and quantity assumptions

These are approximate bulk-material references, not certified weld-deposit densities. Use custom density for the actual filler alloy. The model assumes a uniform right-angle fillet, no root gap or penetration, and a flat triangular deposited cross-section. It excludes face-curvature volume, weld shrinkage, dilution, spatter, stubs and process deposition losses. It does not calculate the consumable purchase weight.

Enter the effective weld length from your approved method; this tool does not deduct ends or gaps for you. It does not determine AWS D1.1 or AISC minimum weld sizes, weld acceptance, capacity, fatigue or allowable shear. A calculated throat is not evidence that a joint meets a code or WPS.

Fillet weld calculator for Excel

Use “Download spreadsheet (CSV)” to open the current inputs, row results, totals, assumptions and citations in Excel or another spreadsheet application. This is a snapshot of values; it does not contain live Excel formulas. Change the inputs here and export again to recalculate.