Weld Symbol Interpretation: Complete AWS A2.4 and ISO 2553 Tutorial for Engineering Drawings

Weld symbols are the language engineers use to communicate weld requirements on drawings — specifying joint type, weld size, length, process, finish, and inspection requirements in a compact notation understood across fabrication shops, inspection teams, and engineering offices worldwide. Misreading a single symbol can result in an undersized structural weld, a wrong joint preparation, a missed PWHT requirement, or a costly rework. This tutorial covers every element of weld symbol anatomy per AWS A2.4 and ISO 2553, from the basic reference line structure through to complex multi-process and intermittent weld specifications, with annotated SVG diagrams and worked examples throughout.

Key Takeaways

  • AWS A2.4 (US/Americas) and ISO 2553 (international/Europe) are the two dominant weld symbol standards; they share most weld symbols but differ in reference line conventions and some supplementary symbols.
  • Every complete weld symbol has a reference line, an arrow, and a weld symbol placed below (arrow side) or above (other side) the line; a break in the arrow indicates the bevel side of a single-bevel joint.
  • For fillet welds: the number to the left of the symbol is the leg size; the number to the right is the length; a dash-number adds the pitch for intermittent welds.
  • For groove welds: the number in parentheses to the left is the effective throat (for PJP welds); groove angle goes inside the symbol; root opening appears below the reference line.
  • The tail of the symbol carries supplementary data: WPS number, filler metal specification, NDE requirement, or PWHT instruction.
  • A circle at the arrow-reference line elbow means all-around weld; a flag means field (site) weld; both can appear together.
  • Always confirm which standard applies to the drawing before interpreting any symbol — above/below line conventions differ between AWS and older ISO practice.
AWS A2.4 Weld Symbol — Complete Anatomy Break in arrow GMAW WPS-14 ER70S-6 8 50 -150 (12) 60° R3 Reference line (always horizontal) Arrow points to joint All-around circle Field weld flag (site weld) Fillet weld symbol (arrow side — below line) Size (leg) left of symbol Length-Pitch right of symbol V-groove symbol (other side — above line) Eff. throat (PJP) in parens, left Groove angle right of symbol Tail process / WPS OTHER SIDE ARROW SIDE AWS A2.4 — Symbols for Welding, Brazing, and Nondestructive Examination
Fig. 1 — Complete anatomy of an AWS A2.4 weld symbol. The fillet weld symbol (green triangle) below the reference line applies to the arrow side of the joint; the V-groove symbol (orange) above the line applies to the other side. The circle at the elbow indicates an all-around weld; the flag indicates a field (site) weld; the tail carries supplementary process and WPS information. © metallurgyzone.com

The Two Standards: AWS A2.4 vs ISO 2553

Before reading any weld symbol, establish which standard the drawing uses — because the same symbol placed on different sides of the reference line means different things in AWS versus older ISO practice.

Feature AWS A2.4 (US / Americas) ISO 2553:2013 (International) ISO 2553 pre-2013 (legacy)
Symbol below reference line Arrow side (joint side arrow points to) Arrow side Arrow side
Symbol above reference line Other side (opposite side) Other side Other side — but shown via dashed identification line
Other-side indicator Symbol physically placed above line Symbol above line (post-2013) Dashed line above or below reference line
All-around symbol Circle at arrow-reference line elbow Circle at elbow Circle at elbow
Field/site weld Flag (pennant) at elbow Filled flag Filled flag
Weld-all-around + field weld Circle + flag, same elbow point Circle + filled flag Same
Process specification In tail (text or ISO 4063 number) ISO 4063 process number in tail or flag Same
Governing document AWS A2.4:2020 ISO 2553:2013 ISO 2553:1992
Critical ISO legacy warning: Many drawings produced before 2013 and still in circulation in Europe and Asia use the pre-2013 ISO 2553 convention where a dashed identification line parallel to the reference line (above or below it) indicates the other side. If you see a dashed line running parallel to the main reference line on a weld symbol, this is a legacy ISO drawing — the weld symbol is on the dashed line side. The 2013 revision eliminated the dashed line and aligned ISO practice closely with AWS. Always check the drawing title block for the applicable standard version.

Step-by-Step: Reading Any Weld Symbol

Apply these six steps in order to decode any weld symbol on a drawing. Once you have practised this sequence, it becomes rapid and automatic.

1

Identify the standard

Check the drawing title block or general notes for “AWS A2.4” or “ISO 2553”. This determines above/below line convention.

2

Find the reference line

The horizontal line is always the reference line. The arrow end points to the joint; the tail end (if present) carries supplementary data.

3

Determine arrow side vs other side

The surface the arrow touches is the arrow side. Symbols below the reference line = arrow side. Symbols above = other side.

4

Identify the weld symbol(s)

Read the geometric symbol shape(s) placed on or touching the reference line. Fillet, V-groove, bevel, J, U, plug, spot, seam, etc.

5

Read the dimensions

Left of symbol = size (leg or throat). Right of symbol = length and pitch. Numbers in parens = effective throat (groove welds). Angle and root opening are in or near the symbol.

6

Read supplementary symbols and tail

Check for all-around circle, field weld flag, contour symbols (flush/convex/concave), and tail content (process, WPS, filler, NDE).

Fillet Weld Symbols in Detail

Fillet welds are the most common weld type in structural fabrication, joining two surfaces approximately at right angles to each other without any groove preparation. Correctly reading fillet weld symbols is the most frequently exercised skill for anyone working with fabrication drawings.

Equal-Leg Fillet Weld

The fillet weld symbol is a right-triangle shape, with the vertical leg on the left and the hypotenuse slanting to the right. The number to the left of the symbol gives the leg size; the number to the right gives the weld length.

Fillet Weld Symbol Examples (AWS A2.4) A — Arrow side, continuous 8 8 mm leg, continuous arrow side only B — Both sides, continuous 6 6 6 mm both sides C — Arrow side, with length 10 75 10 mm leg, 75 mm long D — Staggered intermittent 6 50-150 6 50-150 Staggered: 6 mm leg 50 mm long at 150 mm pitch Offset = staggered Corresponding joint cross-sections Arrow side fillet Both-sides fillet t_e = 0.707w Eff. throat = 0.707 × leg Staggered pattern (plan)
Fig. 2 — Four fillet weld symbol configurations: (A) single arrow-side continuous fillet, (B) equal both-sides fillet, (C) arrow-side fillet with specified length, and (D) staggered intermittent fillet with 50-150 length-pitch notation. Cross-sections below show the resulting weld configurations including effective throat te = 0.707 × leg. © metallurgyzone.com

Fillet Weld Dimension Reference Summary

Position on SymbolWhat it MeansExample
Left of fillet symbolLeg size (mm or inches)8 = 8 mm leg
Right of symbol — single numberLength of weld run75 = 75 mm long
Right of symbol — L-P formatIncrement length minus pitch (intermittent)50-150 = 50 mm welds at 150 mm c/c
No number right of symbolContinuous weld for full joint length(no number)
Parentheses around size, e.g. (8)(10)Unequal leg fillet — first is horizontal leg(8)(10)
Number in parens — groove contextEffective throat for partial joint penetration(12) = 12 mm effective throat
Symbol both above and below lineBoth-sides weld — sizes may differ6 above / 8 below

Effective Throat and Design Throat

The effective throat is the dimension used to calculate fillet weld load capacity in design codes (AWS D1.1, AISC, Eurocode 3 EN 1993-1-8). For a standard equal-leg fillet with leg size w:

Effective throat:  t_e = w × sin(45°) = 0.707 × w

Weld shear capacity (AWS D1.1 / AISC):
  φR_n = φ × 0.60 × F_EXX × A_eff
  A_eff = t_e × L_weld

  where:
    F_EXX = filler metal classification strength (e.g. 490 MPa for E70 / ER70S)
    L_weld = weld length
    φ = 0.75 (LRFD) or Ω = 2.0 (ASD)

Example — 8 mm equal-leg fillet, 150 mm long, E70 (490 MPa):
  t_e = 0.707 × 8 = 5.66 mm
  A_eff = 5.66 × 150 = 849 mm²
  φR_n = 0.75 × 0.60 × 490 × 849 = 187 kN  (LRFD design strength)

Groove Weld Symbols in Detail

Groove welds join base metal at the joint face, requiring material preparation (bevelling, gouging, or machining) before welding. The groove weld symbol identifies the joint preparation geometry; additional numbers specify the groove angle, root opening, and weld throat. Understanding groove weld symbols is essential for HAZ interpretation and residual stress assessment because joint geometry profoundly affects heat input distribution and restraint.

The Eight Standard Groove Types

Standard Groove Weld Symbols (AWS A2.4 / ISO 2553) Square No prep thin plate V-Groove Both bevelled CJP typical Bevel One face bevelled only U-Groove Radiused root less distortion J-Groove One side curved CJP, thick plate Flare-V Curved surfaces tube / bar Flare-Bevel Curved + flat corner joint Back/Backing Back weld root reinforcement Melt-Through Full penetration one-side only Plug / Slot Hole filled with weld metal Spot / Seam RSW / GTAW spot weld Surfacing Overlay / hardfacing Edge Edge flange sheet metal Stud Stud weld (arc stud)
Fig. 3 — Complete catalogue of standard groove and specialty weld symbols per AWS A2.4 and ISO 2553. Top row: square groove, V-groove, bevel, U-groove, J-groove, flare-V, flare-bevel. Bottom row: back/backing, melt-through, plug/slot, spot/seam, surfacing (overlay), edge, stud. © metallurgyzone.com

Groove Weld Dimensions Explained

Position on SymbolWhat it SpecifiesExample
Number in parens, left of symbolEffective throat for partial joint penetration (PJP) groove weld(16) = 16 mm effective throat
Number left of symbol, no parensWeld size (depth of groove fill); used for PJP without effective throat20 = 20 mm groove depth filled
No number left of symbolComplete joint penetration (CJP) — full thickness(blank = CJP)
Angle inside or right of symbolGroove included angle (V-groove, bevel, U, J)60° = 60 degree included angle
Root opening — below symbol at root positionGap at root face before weldingR3 = 3 mm root opening
Root face — shown in joint detailUnprepared land at root before grooveTypically 1–3 mm for butt welds
CJP notation in tailExplicit confirmation of complete joint penetrationCJP in tail

Break in the Arrow: Bevel Side Indicator

When one member of a joint requires a bevel and the other does not (as in a bevel groove or J-groove), the drawing needs to indicate which member gets bevelled. In AWS A2.4, this is done by placing a break (kink) in the arrow — the arrow changes direction at a point along its length before reaching the joint. The broken end of the arrow points to the member that is to be bevelled. This applies to single-bevel, single-J, and single-flare-bevel groove symbols.

Break-in-arrow example: A single-bevel-groove weld symbol on a T-joint with the arrow going straight to the web would indicate the flange face is bevelled. If the arrow has a break and the broken portion points to the web, the web member receives the bevel preparation. In ISO 2553, the same convention applies but is less consistently enforced in practice — verify with the fabrication specification.

Supplementary Weld Symbols

Supplementary symbols add requirements beyond the basic joint geometry. They appear on the reference line or at the elbow point and must be read as part of the complete symbol.

Symbol Shape / Location Meaning Typical Application
All-around Circle at elbow (arrow-reference junction) Weld extends all around the joint perimeter Fillet weld around a pad or boss; full perimeter seal weld
Field weld Flag (pennant) at elbow Weld to be made at installation site, not in shop Structural splices, piping field joints, on-site assembly welds
Flush contour Flat line on weld symbol cap Weld face to be flush (ground or machined level with base metal) Fatigue-critical connections; flush surfaces for fit-up
Convex contour Curved arc on weld symbol cap (convex up) Weld face to have a convex (crowned) profile Structural fillet welds where convex shape is acceptable or required
Concave contour Curved arc on weld symbol cap (concave) Weld face to have a concave profile Fatigue-improved fillet welds; reduced stress concentration at toe
Backing (B) Rectangle below groove symbol on other side + “B” Use a backing strip or backing ring to support root pass Single-sided groove welds without back-gouge access
Spacer (S) Rectangle symbol on reference line Insert a spacer strip to maintain root opening during welding Joints requiring precise root gap control
Grinding (G) Letter G in finish symbol position Weld surface to be ground to specified finish Fatigue-critical details; flanges for bolted connections
Chipping (C) Letter C in finish symbol position Weld to be finished by chipping Slag removal on multi-pass welds; in-process cleaning
Peening (P) Letter P in finish symbol position Weld surface to be peened Residual stress modification; inter-pass slag breaking in SMAW
Melt-through Filled circle other side of groove symbol Complete root penetration required, visible root bead on back Single-sided pipe welds; thin-wall orbital welding

The Tail: Process, WPS, and Inspection Requirements

The tail is the forked end of the reference line opposite the arrow. In AWS A2.4, the tail may be omitted entirely if no supplementary information is required; when present, it contains instructions that cannot be communicated by symbol alone. Understanding tail content is critical for inspection engineers, WPS writers, and NDE coordinators who use drawings as primary work instructions.

Welding Process Designations in the Tail

AWS A2.4 uses letter designations for welding processes in the tail. The most common are:

AWS process designations (letter codes for weld symbol tails):
  SMAW  — Shielded Metal Arc Welding (stick)
  GMAW  — Gas Metal Arc Welding (MIG/MAG)
  FCAW  — Flux Cored Arc Welding
  GTAW  — Gas Tungsten Arc Welding (TIG)
  SAW   — Submerged Arc Welding
  PAW   — Plasma Arc Welding
  LASER — Laser Beam Welding
  EBW   — Electron Beam Welding
  OAW   — Oxyfuel Gas Welding

ISO 4063 numeric equivalents (used in ISO 2553 tails):
  111 — SMAW      135 — GMAW (solid wire MAG)
  141 — GTAW      121 — SAW
  136 — FCAW (MAG) 15 — PAW

Combined process (root + fill): GTAW/SAW  or  141/121

Typical Tail Content in Practice

In real production drawings across the oil and gas, structural, and pressure vessel industries, you will typically see tail content structured as follows:

IndustryTypical Tail ContentExample
Pressure vessels (ASME VIII) WPS number; filler metal classification; PWHT note WPS-P1-03 / E7018 / PWHT Req.
Structural steel (AWS D1.1) Process; preheat note; weld procedure qualification reference SMAW / PH 100°C min
Pipeline girth welds (API 1104) WPS number; process; NDE requirement WPS-GW-07 / GMAW / 100% RT
Nuclear (ASME III / N-stamp) NDE level; heat lot traceability code; witness hold point WPS-N-14 / RT+UT / HOLD
General fabrication Note number referring to separate weld detail sheet NOTE 7 (see drawing notes)

Worked Examples: Reading Complex Weld Symbols

Example 1 — Structural T-Joint, Offshore Platform

A drawing shows the following symbol on a brace-to-chord connection of an offshore jacket structure:

Reading sequence:

Symbol appears:  8  [fillet triangle below line]  and  [V-groove above line, 60°, CJP in tail]
                 ↑                                      ↑
             arrow side                             other side

Additional elements:  circle at elbow (all-around)
                      no flag (shop weld)
Tail content:         GMAW / WPS-J-12 / 100% UT

Step 1 — Standard: AWS A2.4 (stated in drawing notes)
Step 2 — Reference line: horizontal; arrow points to brace weld toe
Step 3 — Arrow side (below): 8 mm fillet weld, all-around
Step 4 — Other side (above): V-groove, 60° included angle, CJP
Step 5 — All-around circle: both welds extend full perimeter of brace
Step 6 — Tail: GMAW process, WPS-J-12, 100% UT inspection required

INTERPRETATION:
  The brace-to-chord connection requires:
  — A V-groove full penetration weld (CJP) on the far (other) side of the
    brace wall, prepared with a 60° groove, extending all around the perimeter
  — An 8 mm continuous fillet weld on the near (arrow) side, all around
  — GMAW process per WPS-J-12; 100% ultrasonic testing

Example 2 — Pressure Vessel Nozzle, ASME VIII

Symbol appears:  (12) [bevel symbol below line]   +   [backing rectangle above line, "B"]
                       ↑                                      ↑
                  arrow side                            other side (backing)
Tail:            GTAW(root)/SMAW / WPS-P5-04 / PWHT 730°C

Step 1 — Standard: AWS A2.4 / ASME IX
Step 2 — Arrow points to nozzle-to-shell junction, arrow side = shell side
Step 3 — Arrow side (below): single-bevel groove, (12) = 12 mm effective throat → PJP
         Note: arrow has a BREAK → nozzle neck is bevelled (not shell)
Step 4 — Other side (above): backing strip ("B") to support root pass
Step 5 — No all-around; no field flag (fabricated in shop)
Step 6 — Tail: GTAW for root pass, SMAW for fill/cap; WPS-P5-04;
         PWHT at 730°C (Cr-Mo alloy — P5 material)

INTERPRETATION:
  The nozzle neck receives a single-bevel preparation (break in arrow confirms
  nozzle, not shell, is bevelled). The groove is PJP with 12 mm effective
  throat. A backing strip is placed on the shell side to support the GTAW root
  pass. After welding, the assembly is post-weld heat treated at 730°C per the
  ASME code requirements for Cr-Mo (P5) material.

Example 3 — Intermittent Staggered Fillet, Structural Panel

Symbol appears (both sides of reference line, staggered positions):
  BELOW (arrow side):  6  [fillet triangle]  50-200
  ABOVE (other side):  6  [fillet triangle]  50-200  [staggered — offset]

Reading:
  Both sides: 6 mm leg fillet welds
  Length = 50 mm; pitch = 200 mm centre-to-centre
  Staggered: arrow-side and other-side welds alternate position (not aligned)

INTERPRETATION:
  6 mm staggered intermittent fillet welds both sides of the plate stiffener.
  Each weld run is 50 mm long at 200 mm c/c pitch. Arrow-side welds and
  other-side welds do NOT align — they alternate (staggered pattern).
  Total weld proportion = 50/200 = 25% of joint length each side.

  Distinction from CHAIN intermittent (same position):
  Chain: both-side welds align at the same longitudinal positions
  Staggered: welds alternate, improving fatigue performance by avoiding
  simultaneous stress concentration on both sides.

AWS A2.4 vs ISO 2553: Side-by-Side Comparison of Key Symbols

Feature AWS A2.4 ISO 2553:2013 Practical Note
V-groove, arrow side V symbol below reference line V symbol below reference line Same in both standards post-2013
V-groove, other side V symbol above reference line V symbol above reference line Same post-2013; pre-2013 ISO uses dashed line
Double-V (both sides) V symbols above and below V symbols above and below Same
Groove angle position Inside groove symbol or to right Inside groove symbol or to right Same
Weld size unit Inches (US drawings) Millimetres Check drawing units; metric increasingly common on US drawings
All-around Circle at elbow Circle at elbow Same
Field/site weld Open flag at elbow Filled (solid) flag Flag style differs — open vs filled
Process in tail AWS letter code (GMAW, GTAW…) ISO 4063 number (135, 141…) Different codes; both valid — check which is used
Effective throat notation Number in parens to left of symbol Number with “s” prefix to left (s12) ISO prefix “s” for throat; “z” for leg
Leg notation (ISO specific) Number to left (no prefix) “z” prefix: z8 = 8 mm leg ISO explicitly separates throat (s) and leg (z)
Identification (dashed) line Not used Eliminated in 2013 edition; still on legacy drawings If you see dashed reference line: pre-2013 ISO drawing
ISO 2553 throat vs leg notation: ISO 2553:2013 uses prefixes to avoid ambiguity between effective throat and leg size — a source of significant errors on European drawings. The prefix a (or s) denotes the design throat (equal to 0.707 × leg for a standard fillet), while z denotes the leg length. So “a6” means a 6 mm throat fillet (equivalent to an 8.5 mm leg fillet in AWS notation), while “z8” means an 8 mm leg fillet (with a 5.66 mm throat). AWS uses only leg size without prefix, so “8” on an AWS drawing always means 8 mm leg. When reviewing drawings switching between standards, always verify whether dimensions are throat or leg to avoid systematic undersizing or oversizing of welds.

Common Reading Errors and How to Avoid Them

The following mistakes appear repeatedly in fabrication shops and on inspection reports. Recognising these error patterns is as important as knowing the correct interpretation.

Error TypeWhat is MisreadConsequencePrevention
Above/below confusion Other-side weld applied to arrow side Weld on wrong face; joint structurally deficient Always identify which surface arrow touches before reading symbol side
ISO pre/post 2013 Dashed line ignored; other-side weld missed entirely Missing weld on one side of joint Check drawing date and revision; look for dashed reference line
Throat vs leg (ISO) “a6” read as 6 mm leg instead of 6 mm throat Weld undersized by ~30% (should be 8.5 mm leg for 6 mm throat) Check for “a/s” vs “z” prefix; confirm with drawing notes
Intermittent pitch vs length “50-200” misread as 50 mm pitch, 200 mm length (reversed) Welds four times too long, consuming excess filler and time Remember: first number = length, second = pitch (L-P order, always)
Bevel side missed Break in arrow not noticed; wrong member bevelled Wrong joint preparation; may require scrap or costly repair Always check for break/kink in arrow line before starting joint prep
CJP vs PJP No number left of groove symbol assumed = no weld, not CJP Partial penetration weld made where full penetration required Blank left of groove = CJP. Number in parens = PJP with specified throat
All-around not read Circle at elbow overlooked; weld applied on visible face only Missing perimeter welds; structural or leakage failure Systematically check the elbow point for circle (all-around) and flag (field)
Tail content ignored WPS or PWHT requirement in tail not actioned Code non-compliance; failed inspection; potential rework Tail content is mandatory requirement, not optional note — always read and action it

Weld Symbol Quick-Reference Card

ElementLocation on SymbolQuick Rule
Weld typeOn or touching reference lineShape identifies joint geometry
Arrow sideSymbol below reference lineThe face the arrow physically touches
Other sideSymbol above reference lineThe opposite face from the arrow
Fillet leg sizeNumber left of fillet symbolAlways leg (not throat) in AWS; check prefix in ISO
Groove throat (PJP)Number in parens, left of groove symbolParens = throat. No parens, no number = CJP
Weld lengthNumber right of weld symbolOmit = full joint length
IntermittentL-P number right of symbolL = increment length; P = centre-to-centre pitch
Groove angleInside or adjacent to groove symbolIncluded angle (both faces), not half-angle
Root openingBelow symbol at symbol-to-line junctionGap at joint root
All-aroundCircle at elbow (arrow-line junction)Full perimeter weld
Field weldFlag at elbowOpen flag (AWS); filled flag (ISO)
Bevel memberBreak in arrowArrow breaks toward member to be bevelled
Supplementary infoTail (forked end opposite arrow)WPS / process / NDE / PWHT
Contour/finishSymbol on weld cap: flat / arc up / arc downFlat = flush; arc up = convex; arc down = concave

Frequently Asked Questions

What is the difference between AWS A2.4 and ISO 2553 weld symbols?

AWS A2.4 (American Welding Society) and ISO 2553 are the two principal weld symbol standards. The key structural difference is that pre-2013 ISO drawings used a dashed identification line to indicate the other side, while AWS A2.4 always uses symbol position above or below the reference line. The 2013 revision of ISO 2553 eliminated the dashed line and aligned closely with AWS practice. Additional differences: ISO uses process numbers (ISO 4063) in the tail while AWS uses letter codes; ISO uses “a/z” prefixes to distinguish throat from leg size, while AWS uses leg size without prefix. The all-around circle and field weld flag are the same in both standards, except the AWS flag is open while the ISO flag is filled.

What does the number to the left of a fillet weld symbol mean?

In AWS A2.4, the number to the left of a fillet weld symbol is the weld leg size in the drawing units (inches or millimetres). For an equal-leg fillet, only one number is given. For an unequal-leg fillet, both legs are shown in parentheses, e.g. (6)(10). The effective throat is not explicitly stated for fillet welds in AWS — it is calculated as 0.707 × the leg size and used in design calculations. In ISO 2553, the prefix “z” before the number explicitly identifies it as a leg dimension (e.g. z8); the prefix “a” or “s” identifies the design throat (e.g. a6).

What does a circle at the elbow of the reference line mean?

A circle at the junction of the arrow and reference line means the weld is to be made all around the joint — the all-around symbol. This specifies a continuous weld on every accessible side of the feature shown. It is used for full perimeter fillet welds around a pad or boss, seal welds around a socket, or any joint where weld continuity on all sides is structurally or leak-tightness required. The symbol is the same in both AWS A2.4 and ISO 2553. It does not specify the number of sides — it means all sides visible and accessible in the configuration shown on the drawing.

What does the flag on a weld symbol mean?

A flag (small pennant shape) at the elbow of the reference line indicates a field weld — a weld to be made at the installation site rather than in the fabrication shop. This is important for work planning, equipment mobilisation, WPS site qualification, and weather/access considerations. In AWS A2.4 the flag is an open (unfilled) pennant; in ISO 2553 the flag is filled (solid). Both can appear together with the all-around circle when a weld is both all-around and a field weld.

How do I specify a groove weld with complete joint penetration?

In AWS A2.4, a groove weld with complete joint penetration (CJP) is specified by using the appropriate groove symbol (V, bevel, J, U, etc.) with no number to the left of the symbol when prequalified joint details are used. The notation “CJP” may be added in the tail for clarity. For partial joint penetration (PJP) groove welds, the effective throat is given in parentheses to the left of the symbol. In ISO 2553, the designation “ss nb” (single side, no backing) or “ss mb” (single side, with melt-back) in the tail confirms full penetration intent.

What is the effective throat of a fillet weld and how is it calculated?

The effective throat of a standard equal-leg fillet weld with leg size w is te = 0.707 × w (the perpendicular distance from the root to the weld face). This is the dimension used in structural design calculations for weld load capacity. For a 10 mm leg fillet, the effective throat is 7.07 mm. AWS D1.1 and Eurocode 3 EN 1993-1-8 both use the effective throat (design throat) for weld capacity calculations. For deep-penetrating GMAW fillet welds that achieve root penetration beyond the theoretical root, an enhanced effective throat may be used if qualified by testing, per AWS D1.1 Clause 3.6.

How do I read intermittent fillet weld symbols?

Intermittent fillet weld symbols include a length-pitch notation to the right of the weld symbol in the format L-P: L is the length of each weld increment and P is the centre-to-centre pitch. For example, “50-150” means 50 mm long welds at 150 mm centre-to-centre spacing. Chain intermittent welds have the symbols on both sides of the reference line at the same positions. Staggered intermittent welds have the symbols offset — the symbols on opposite sides of the line are not aligned, creating an alternating pattern that distributes stress concentration and improves fatigue performance.

What information goes in the tail of a weld symbol?

The tail in AWS A2.4 contains supplementary information that cannot be shown by standard symbols: welding process designation (SMAW, GMAW, GTAW etc.); WPS reference number; filler metal classification (e.g. E7018, ER70S-6); PWHT requirements; NDE requirements (e.g. RT, UT, MT); acceptance criteria references; or notes referring to detail drawings. If no supplementary information is needed, the tail is omitted entirely. ISO 2553 uses the same convention with ISO 4063 process numbers and metric-prefixed dimensions in the tail.

What does the melt-through symbol look like and when is it used?

In AWS A2.4, the melt-through symbol is a filled (solid black) circle placed on the reference line on the opposite side from the groove weld symbol. It indicates that complete root fusion and penetration is required from one side, producing a visible root reinforcement bead on the back face without a separate backing weld. This is used for single-sided groove welds where back-side access for back-gouging is unavailable, such as small-diameter pipe root passes, closed box sections, or orbital GTAW pipe welds. The required root reinforcement height may be specified with a dimension alongside the melt-through symbol.

Recommended Reference Books

Standard

AWS A2.4: Standard Symbols for Welding, Brazing & NDE

The definitive AWS standard for weld symbols on engineering drawings — the primary reference for every fabrication shop, engineering office, and inspection department in North America.

View on Amazon
Reference Guide

Welding Symbols on Drawings — Harmer & Tanner

Practical illustrated guide comparing AWS A2.4 and ISO 2553 symbol systems side by side, with worked examples from structural, pressure vessel, and pipeline drawings.

View on Amazon
Design Code

AWS D1.1 Structural Welding Code — Steel

The AWS structural welding code that defines prequalified joint geometries and acceptance criteria referenced in weld symbol tails for structural steel fabrication.

View on Amazon
Inspection

Welding Inspection Technology — AWS CWI Study Guide

Comprehensive AWS CWI examination reference covering weld symbol interpretation, visual inspection, NDE, and code compliance — the standard study resource for welding inspectors.

View on Amazon

Disclosure: MetallurgyZone participates in the Amazon Associates programme. If you purchase through these links, we may earn a small commission at no extra cost to you. This helps support free technical content on this site.

Further Reading

metallurgyzone

← Previous
Weld Residual Stress: Sources, Measurement, and Structural Integrity Assessment
Next →
Tutorial: Material Traceability and Mill Certificate Verification in Fabrication