How to read a fillet weld symbol — leg size, throat, equal and unequal legs, intermittent fillet welds, weld-all-around. D1.1:2025 minimum size requirements from Table 7.7.
The fillet weld symbol per AWS A2.4 consists of a right triangle placed on the reference line. The perpendicular leg is always on the left. The number to the left of the triangle indicates leg size. Arrow-side placement (below the reference line) means the weld goes on the arrow side of the joint. Other-side placement (above) means the opposite side.
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Fillet Weld Symbol — Anatomy
Basic fillet — 5/16" leg
Joint cross-section
Both sides — weld each face
Intermittent — 3" welds, 12" c/c
Key rule: The fillet weld symbol is always a right triangle with the perpendicular leg on the left. This orientation is fixed — it does not indicate direction of the weld or joint geometry.
A2.4 Figures 8.1-8.3
Fillet Weld Configurations
AWS A2.4 defines 14 fillet weld configurations across Figures 8.1, 8.2, and 8.3. Each diagram below shows the welding symbol (right) and resulting weld cross-section or joint (left).
Fig 8.1(C) — Unequal double-fillet
Fig 8.1(D) — Unequal legs (S1 x S2)
Fig 8.1(E) — Continuous fillet
Fig 8.1(F) — Specific length
Fig 8.2(B) — Chain intermittent
Fig 8.2(C) — Staggered intermittent
Fig 8.3(A) — Fillet in hole
Fig 8.3(B) — Double-fillet, single joint
Dimensions
Leg Size vs Throat — What Gets Specified
The leg size (shown on the symbol) is the distance from the root of the joint to the toe of the weld along each fusion face. For an equal-leg fillet weld, both legs are equal and this is the number on the symbol.
The theoretical throat is the perpendicular distance from the root to the hypotenuse of the largest right triangle inscribed within the weld cross-section. For a 45° equal-leg fillet weld:
Throat = Leg × 0.707
Per AWS D1.1, structural calculations use the effective throat to determine weld strength — not leg size. For prequalified fillet welds, effective throat = theoretical throat (no deduction). The symbol specifies leg size because that is what the welder measures and the inspector verifies with a fillet weld gauge.
Fillet weld size, leg length, and intermittent spacing appear on the drawing, but the actual welding parameters — amperage, voltage, travel speed, electrode type — come from the written procedure governing the weld. Common single-pass fillet welds on structural steel qualify under D1.1 prequalified procedures, eliminating the need for separate qualification testing.
Example
A 3/8" fillet weld symbol means: leg = 3/8 inch (9.5mm). Theoretical throat = 3/8 × 0.707 = 0.265" (6.7mm). This is the value used in the shear strength calculation Fw = 0.60 × FEXX × effective throat × length.
D1.1:2025 Table 7.7
Minimum Fillet Weld Size
AWS D1.1:2025 Table 7.7 specifies minimum fillet weld leg sizes based on base metal thickness (T). Per Footnote A, T = thickness of the thicker part for non-low-hydrogen processes without preheat; T = thickness of the thinner part for low-hydrogen processes and non-low-hydrogen with cracking-prevention per 6.8.4. These minimums prevent underbead cracking from high restraint and insufficient heat input. Undersized fillet welds are rejected per D1.1 Table 8.1 acceptance criteria.
Base Metal Thickness (T)a
Min. fillet weld size
Notes
To 1/4" (6mm)
1/8" (3mm)
Thin material — avoid burn-through
Over 1/4" to 1/2" (6–12mm)
3/16" (5mm)
Most common in light structural
Over 1/2" to 3/4" (12–20mm)
1/4" (6mm)
Standard structural plate
Over 3/4" (20mm)
5/16" (8mm)
Heavy plate — preheat often required
D1.1:2025 TABLE 7.7 — FOOTNOTE A
For non-low-hydrogen processes without preheat, T = thickness of the thicker part joined (single-pass required). For non-low-hydrogen processes with cracking-prevention procedures per Clause 6.8.4, and for all low-hydrogen processes, T = thickness of the thinner part joined and single-pass is not required.
D1.1:2025 TABLE 7.7 — FOOTNOTE B
The minimum fillet weld size need not exceed the thickness of the thinner part joined.
D1.1:2025 TABLE 7.7 — FOOTNOTE C
For cyclically loaded structures, the minimum fillet weld size from Table 7.7 need not exceed 3/16 in [5 mm], regardless of base metal thickness.
Maximum size on edges: Along edges of material 1/4" (6mm) or more thick, fillet weld size shall not exceed material thickness minus 1/16" (2mm) unless the drawing specifically requires full-thickness — D1.1:2025 Clause 4.5.2.9.
"Fillet welds account for roughly 80% of all structural welds — if you can only master one symbol, master this one."
— Widely cited in AWS welding education, reflecting AWS A2.4 and D1.1:2025 Table 7.7
Common Questions
Fillet Weld Symbol FAQ
What is a fillet weld symbol?
A fillet weld symbol is a right triangle placed on the reference line of a welding symbol, defined in AWS A2.4:2020 Section 6.3. The perpendicular leg of the triangle is always drawn on the left side regardless of weld orientation — this is a fixed convention, not an indicator of joint geometry. The number to the left of the triangle specifies the fillet weld leg size. Fillet welds are the most common weld type in structural steel fabrication, accounting for roughly 80% of all structural welds. They are used for T-joints, lap joints, and corner joints. When the symbol appears below the reference line, the weld is on the arrow side of the joint; above the line indicates the other side. Symbols on both sides mean weld both faces. D1.1:2025 Table 7.7 governs minimum fillet weld sizes based on base metal thickness.
How do you read fillet weld size from the symbol?
The fillet weld size appears to the left of the fillet weld triangle symbol per AWS A2.4 §8.2.1. This number is the leg length — for example, 5/16 means a 5/16-inch (8 mm) leg on the side indicated by the symbol's position relative to the reference line. If the same symbol appears on both sides of the reference line, that size applies to both sides of the joint. For unequal-leg fillet welds, both leg sizes appear to the left in the format S1×S2 — for example, 1/4×3/8 — and a drawing detail or note specifies which leg dimension applies to which member. The leg size is what the welder measures during fabrication and what the inspector verifies with a fillet weld gauge. The theoretical throat (leg × 0.707 for equal-leg 45° fillets) is used for structural strength calculations but is not shown on the symbol.
What is the difference between fillet weld leg and throat?
The leg is the distance from the root of the joint to the toe of the weld along each fusion face — this is the dimension specified on the welding symbol and measured by the inspector using a fillet weld gauge. The throat is the shortest distance from the root to the hypotenuse of the largest right triangle that can be inscribed within the weld cross-section. For an equal-leg 45° fillet weld, the theoretical throat equals the leg multiplied by 0.707. For example, a 3/8-inch leg produces a 0.265-inch throat. The throat dimension governs structural strength calculations: shear capacity equals 0.60 × FEXX × effective throat × weld length per AISC 360 Table J2.5. D1.1:2025 Table 7.7 specifies minimum leg sizes to ensure adequate throat for heat input and cracking prevention. The effective throat equals the theoretical throat for prequalified fillet welds with no deduction.
What does 3-12 mean on a fillet weld symbol?
The numbers to the right of the fillet symbol in length-pitch format indicate an intermittent fillet weld per AWS A2.4 §8.4.1–§8.4.2. The notation 3-12 means 3-inch weld segments with 12-inch center-to-center pitch. The unwelded distance between segments is pitch minus length: 12 minus 3 equals 9 inches of unwelded space. This is the single most common misread on intermittent weld symbols — the pitch is center-to-center, not the gap between welds. Intermittent fillet welds reduce heat input and distortion on long joints, which is particularly important for thin plate and built-up members. D1.1:2025 §4.13.2.1 limits maximum pitch to 24 times the thinner plate thickness, not exceeding 12 inches for built-up plate members. When intermittent welds appear on both sides, they can be chain (aligned, per §8.4.3) or staggered (offset by half a pitch, per §8.4.4).
What is the minimum fillet weld size per D1.1?
Per AWS D1.1:2025 Table 7.7, minimum fillet weld sizes are determined by base metal thickness (T): T up to 1/4 inch requires 1/8 inch minimum; over 1/4 to 1/2 inch requires 3/16 inch minimum; over 1/2 to 3/4 inch requires 1/4 inch minimum; over 3/4 inch requires 5/16 inch minimum. Per Footnote A, T equals the thicker part joined for non-low-hydrogen processes without preheat (single-pass required), but T equals the thinner part joined for low-hydrogen processes and non-low-hydrogen with cracking prevention per Clause 6.8.4. Footnote B states the minimum fillet size need not exceed the thinner part thickness. Footnote C allows a 3/16-inch cap for cyclically loaded structures regardless of base metal thickness. These minimums exist to prevent underbead cracking caused by insufficient heat input into thick base metal. For edges 1/4 inch or thicker, maximum fillet size is material thickness minus 1/16 inch per Clause 4.5.2.9.