SMAW Can Be Performed in Which Positions? The Complete Stick Welding Position Guide
SMAW can be performed in flat, horizontal, vertical and overhead positions — plus pipe 1G, 2G, 5G and…
READ ARTICLE →A fabricator once told me about a 4,000-piece pressure-vessel bracket order that got stopped cold at final inspection — not because the welds were weak, but because the shop had run the fillet welds slightly convex when the drawing called for a flush contour ground smooth. Every weld passed a hammer test and a visual check for porosity, yet the batch was rejected and the shop ate the rework. That story is a perfect reminder that a tiny arc drawn at the toe of a weld symbol carries real money, real fatigue life, and real inspection weight — and almost nobody is ever formally taught how to read it.
It only takes a sliver of ink to halt thousands of parts. A fabricator once recounted a 4,000-piece pressure-vessel bracket order that came to a dead stop at final inspection. The welds were sound, passing both a hammer test and a visual check. The issue was geometry: the shop had left the fillet welds slightly convex when the drawing called for a flush contour, ground smooth. With that callout unmet, the entire batch was rejected, and the shop had to rework every one of those brackets.
The culprit wasn’t the welding procedure or machine settings. It was a tiny arc drawn at the toe of a weld symbol, no larger than a millimeter and a half of ink on a blueprint. Very few are formally taught to read that arc, which is exactly why it can carry such a steep price.
If you’ve ever stared at a welding symbol and wondered what that small curve or straight line sitting on its shoulder means, you’re not alone. These are weld contour symbols, and knowing how to read them correctly is one of the fastest ways to avoid costly rework. This guide will walk through what they look like, what they mean, how they’re used, and why inspectors care enough to reject good metal over them.
In plain terms, a weld contour symbol tells the welder the required finished shape of the weld face. It sits at the toe of the basic weld symbol and specifies the profile the weld must have once all work is complete, including any required finishing. That distinction matters: the contour is the destination, not a description of the weld as it’s laid down. Achieving a flush contour on a fillet weld, for example, may require grinding after the arc is finished.
There are three core profiles to know, each with its own design intent and cost implications:
Get these right and parts move through inspection with ease. Get them wrong, and you’re looking back at the story above.
These symbols aren’t arbitrary. They’re defined by AWS A2.4, Standard Symbols for Welding, Brazing, and Nondestructive Examination. Originally published in 1976 to consolidate AWS A2.0 and A2.2, A2.4 has seen multiple revisions. The current edition, A2.4:2020, is the eighth edition and includes an important update: the flat contour symbol is now limited to fillet welds. This small change can prevent misreads on the shop floor.
Welding symbols are a shared language between design and fabrication. When an engineer calls out a contour, they’re stating a functional requirement, not a stylistic preference. Scheduling, performing, and verifying the finishing work all come along with it. As the National Board’s guidance on welding symbols notes, the welding symbol communicates the complete intent of the joint, and the contour portion is very much part of that intent.
AWS A2.4 covers contour and finishing requirements by weld category, including groove, fillet, plug, slot, spot, seam, and edge welds. It also defines the finishing designators (G, M, C, H, and U), which tell the shop how to achieve the specified contour. These will be explored further in later sections of this article, alongside six worked examples drawn from real drawing practice, key differences between AWS A2.4 and ISO 2553, and the engineering reasons inspectors pay close attention to profile, from stress concentration to fatigue life.
Quick Note: If you see a weld symbol with a small curve or line at its shoulder and you’re unsure what it means, stop and look it up before striking an arc. A quick reference costs nothing. A rejected run of 4,000 brackets does not.
By the end of this article, you’ll be able to:
Whether you’re a welder reading prints for the first time, a fitter trying to prevent rework, or a designer looking to write clearer callouts, this is the guide to have on hand. If you’re still building your foundation with welding symbols, our companion resource on reading and understanding weld symbols is a great place to start before diving deeper into the specifics of contour.
Before you can read the little arc at the toe of a weld symbol, you need to know what you’re actually looking at. The complete graphic language is laid out in AWS A2.4:2020, Standard Symbols for Welding, Brazing, and Nondestructive Examination, and every element on the sheet has a fixed job. Nothing floats randomly.
First, a terminology point that trips up even experienced tradespeople. A2.4 makes a deliberate distinction:
So when a drawing note says “welding symbols shall conform to AWS A2.4,” it means the whole graphic, not just the little triangle. Keep that distinction straight when you write specifications, because vague wording is where interpretation arguments start.
The welding symbol starts with an arrow pointing to the joint, connected to a horizontal reference line. The rule that governs everything is beautifully simple:
The arrow side is simply the joint member the arrow touches; the other side is the opposite side of that same joint. Flip the arrow to a different member and the sides swap, which is why drafters and fitters sometimes argue about arrow placement. If you want a clear, visual walk-through of this logic, Miller’s guide to reading welding symbols is a solid primer.
Around the basic weld symbol you’ll routinely see:
Two other supplementary symbols you’ll meet are melt-through (a half-circle on the reference line, for full-penetration backing requirements) and consumable insert. Critically, these all combine on a single welding symbol. You can absolutely have a weld-all-around circle, a fillet symbol, a contour arc, and a finish letter stacked on the same reference line.
Quick Note: The break in the arrow matters. When a bevel-groove or J-groove weld is required, the arrow has a bent “break” pointing to the member that must be specifically prepared. The other member is left unprepared. No break on the arrow means the preparation isn’t assigned to a particular side. Never ignore a broken arrow; it tells your beveler exactly which plate to cut.
Here is the payoff. The contour symbol, the small arc or straight line that says flush, convex, or concave, is placed at the toe of the weld symbol, on the same side of the reference line as the weld it modifies. It sits directly against the weld symbol itself, not off on the other line and not near the arrow.
That means:
The finish letter, when present, sits immediately to the right of the contour symbol, still on the same side of the reference line. So a fully decoded callout reads from left to right: weld symbol, contour symbol, finish designator. Understanding what PPE the welder needs won’t help you here, but reading that stack correctly will save the rework story from section one from happening on your floor.
Master this anatomy and the contour discussion in the next section becomes almost trivially easy, because you’ll know exactly where to look and which weld each mark is talking about.
Once you know where the contour symbol sits on the reference line, the next question is simple: what do the shapes actually mean? AWS A2.4:2020 defines three standard contour options — flush, convex, and concave — each drawn as a small line or arc added at the toe of the weld symbol. Each one tells the welder exactly what the finished face of the weld should look like after the arc is put out and any finishing work is done.
A short straight line across the toe of the weld symbol means the finished weld face should be flush — perfectly level with the surface of the base metal, with no hump and no dip. Think of a groove weld machined flat so a mating plate can sit directly on top of it, or a plug weld filled level with the sheet so a second component can slide over without rocking.
The straight line also carries a second meaning that shifted in the current revision. Historically, drafters used two similar symbols: flush (for groove, plug, and slot welds) and flat (for fillet welds, describing the slightly convex-but-nearly-flat profile that most fillet welds naturally have). In the eighth edition, A2.4:2020 made a deliberate cleanup: the flat contour symbol is now limited to fillet welds, while flush covers groove, plug, and slot welds.
Quick Note: If you’re working from a symbol chart older than 2020, you may see flat and flush used interchangeably. On current drawings, check which weld type the symbol modifies before assuming which profile the designer meant. Mixing them up on a fillet weld is usually cosmetic; mixing them up on a groove weld that gets machined is a rework order waiting to happen.
For fillet welds, flat means the face runs essentially straight from toe to toe — the familiar flat-faced fillet most welders produce naturally with well-controlled travel speed and voltage. It’s the default look of a properly run fillet, and it’s what the AWS D1.1 structural code pictures as its “standard flat profile” in its weld profile figures for tubular connections.
An outward-bulging arc at the toe of the weld symbol means the finished weld face should be convex — crowned outward, with extra weld metal standing proud of the base metal. A convex fillet has a thicker throat than a flat or concave fillet of the same leg size, so designers often call for it on as-welded structural fillets where raw load-carrying section matters and no subsequent finishing is planned. It’s also the natural result of running slightly low heat input or a large electrode on a fillet.
The trade-off is geometry. That outward crown creates a sharper angle at the weld toe, and a sharper toe angle means a more aggressive notch. We’ll dig into the fatigue consequences in a later section, but the short version is that convexity is fine for static, non-fatigue service and risky for anything cyclically loaded.
An inward-curving arc means a concave profile — the weld face dips slightly, producing a smooth, blended transition from weld metal into the base metal. This is the profile designers reach for on fatigue-sensitive joints, on root passes of groove welds that will be filled over, and on fillet welds in lap joints where a sharp re-entrant corner at the toe would otherwise act as a stress raiser. A concave fillet reduces the throat slightly for a given leg size, so it must still meet the specified weld size — but in exchange it delivers a gentler load path.
A practical shop-floor note: concave is the profile most often achieved after welding, by grinding or by careful multi-pass technique. That’s why concave contour symbols so often appear alongside a finish designator like G for grinding.
There’s a second change in the current edition worth committing to memory: under A2.4:2020, the contour of the weld may be achieved by any method — welding or mechanical — as determined at the work site. In other words, if the drawing calls for a concave contour with no finish letter, the shop isn’t locked into grinding. It can be produced by weaving technique, by a final stringer pass sized just right, or by a burr grinder. The standard specifies the result, not the route. That freedom matters when you’re estimating, scheduling, and writing procedures.
For a sense of how much technique and machine settings influence final weld shape, our guides on 3/32 E7018 amperage settings and setting up a MIG welder show how heat input translates directly into bead profile.
Choosing the right one at the drafting stage costs nothing. Changing it after the parts are welded costs a grinder, a day, and possibly an inspector’s signature.
A contour symbol tells the welder what shape the finished weld should be. It does not tell them how to get there. That is where the finishing designator comes in, a single capital letter placed directly after the contour symbol on the reference line, naming the specific method used to bring the weld to its specified profile.
In AWS A2.4, there are five standard finishing letters: G for grinding, M for machining, C for chipping, H for hammering, and U for unspecified method. Each represents a distinct material-removal or material-shaping process, and each carries different implications for cost, schedule, and achievable surface quality.
This is the single most misunderstood point about finishing designators, and it trips up experienced estimators. The finish symbol tells you which method to use, not how good the resulting surface needs to be. There is no surface roughness value, no tolerance band, no \”polished to 125 Ra\” instruction embedded in the letter G.
So what happens when the designer cares about surface finish quality, say a food-processing vessel where a ground flush weld must meet a specific roughness standard? The requirement goes in a drawing note, the WPS, or a general specification the symbol points to. The symbol itself stays silent on degree. As the AWS A2.4:2020 standard makes clear, the finishing designator communicates process selection, nothing more.
Quick Note: If your drawing shows a flush contour with a G but no surface-finish note, the shop is only obligated to grind the weld flush, not to achieve any particular smoothness. If you need more, write it down.
Grinding is by far the most common finish specified in North American fabrication. An abrasive wheel or flap disc removes weld metal at the toe and crown until the profile matches the specified contour. It is fast, relatively inexpensive, and available in every shop. For fatigue-critical work, weld toe grinding is a recognized technique for reducing stress concentration at the toe, one of several fatigue-life-enhancement methods listed in AWS D1.1 alongside toe dressing and peening.
The practical consequence: a flush + G callout adds a post-weld operation. That means added labor, added abrasive consumption, and added inspection time. It shows up on the quote as a line item separate from weld deposition, and it extends the schedule. Estimators who miss it eat the cost.
Machining produces tighter, more repeatable profiles than grinding, but it requires the part set up on a mill, lathe, or planer. On large fabrications that means disassembly, transport, and fixturing, which is real money. It is typically specified only where dimensional precision truly matters, such as a groove weld on a machine base that must mate against a precision surface. Our guide to pipe welding procedures and WPS development walks through how finish requirements get documented in procedure qualification.
Chipping uses a hammer and chisel, or a pneumatic chisel, to knock off weld reinforcement. It is rough, manual, and produces irregular surfaces. You will rarely see C on new-construction drawings anymore, but it still appears on repair drawings and on legacy drawings being reworked. It is the cheapest tool in the shop, but the least predictable result.
Do not confuse this with chipping. Hammering as a finishing method uses a rounding or peening hammer to shape the weld toe and crown plastically. It also relates directly to hammer peening, a controlled process that introduces compressive residual stress at the weld toe, where fatigue cracks initiate. D1.1 recognizes peening as a legitimate fatigue-life-enhancement technique when performed to a documented procedure. For more on how heat input affects profile control, see our overview of TIG welding sheet metal techniques.
When the designer specifies a contour but does not care how the shop achieves it, U appears in the finish position. It is shorthand for \”meet the contour, use your judgment.\” The shop selects grinding, machining, or whatever is practical. This is common on non-critical cosmetic welds. It gives the fabricator flexibility, but it also means the estimator must price in some finishing operation, just not a named one.
Short Note: A blank finish position (no letter at all) is different from a U. No letter means no finishing method was specified. U means a finishing method is required, but the designer leaves the choice to the shop. That distinction matters for estimating.
Reading these letters correctly is the difference between a smooth quote and a shop eating rework. If you are new to reading welding symbols end to end, our guide to stick welding fundamentals covers the deposition side, because the contour you start with determines how much finishing you need.
Not every weld is meant to stay as it comes out of the arc. Some joints need to sit flush, others need a specific toe transition, and a few are better left as-welded. These surface requirements are called out with weld contour symbols, and they do not follow a one-size-fits-all rule. Each weld type has its own allowances under AWS A2.4:2020, so the small arc placed near a symbol can mean very different things depending on what it is marking.
Quick Note: Before placing a contour call, check the side restrictions for that basic symbol. Some welds can only go on the arrow side, the other side, or both sides. No contour symbol can override those rules, and the official AWS welding symbol chart is the fastest way to verify them.
Groove welds are the most frequent users of contour symbols. When a joint must mate flat against another part, a flush contour is often specified at the toe of the groove symbol. From there, a finish letter tells the shop how to achieve it: G for grinding, or M for machining. These calls are especially common for pressure vessels, bridge members, and any fit-up that cannot tolerate reinforcement.
Getting the profile right goes beyond the print, as the sequence and heat control will affect how much material needs to be removed. For welds on piping where these requirements often tie into procedure work, our guide on pipe welding procedures, WPS, positions, passes and inspection shows how contour calls fit into the broader paperwork without overcomplicating it.
Fillet welds offer the most profile options. An as-welded fillet with no contour symbol defaults to a convex profile, which is perfectly acceptable for most static joints since it helps maintain the full throat. When a specific shape is needed, the symbol can call for flat, convex, or concave. As of the 2020 revision, the flat contour symbol is only allowed for fillet welds, a small drafting change that still trips up older prints.
A concave profile is often requested for fatigue-sensitive joints or thin-sheet lap joints, as the blended toe helps reduce stress risers. Keeping that smooth transition without burning through takes practice, and the techniques covered in the complete guide to TIG welding sheet metal translate directly to holding it with consistency.
Plug welds and slot welds are usually filled to be level with the surrounding base metal. This lets them be painted, covered, or loaded in shear without creating a bump. The contour symbol is placed at the toe of the plug or slot symbol, with a finish letter (G or M) to indicate how it will be made smooth.
Note: Under AWS A2.4:2020, the diameter symbol (Ø) is no longer part of the plug weld symbol itself. However, the hole diameter still must be dimensioned on the welding symbol. Dropping it from the symbol does not remove that requirement. ANSI’s summary of the A2.4:2020 changes breaks this down along with the other revisions.
Resistance spot welds and seam welds have their own contour clauses because the finished surface can directly affect the function of the joint. An exterior panel may need its spot welds ground flush for paint, while a structural spot weld will often ship as-welded. Seam welds follow the same logic along a continuous line. For those looking to understand the process behind these joints, how a spot welder works covers the physics and setup that lead to those surface outcomes.
These are the most common contour pairings seen on prints, with finish letters used when a method is specified:
| Weld Type | Common Contour | Typical Finish Letter |
|---|---|---|
| Groove | Flush | G or M |
| Fillet | Flat, convex, concave | G, C, or U |
| Plug / Slot | Flush | G or M |
| Spot / Seam | Flush when surface must be level | G or U |
One of the most practical changes in AWS A2.4:2020 is the addition of the combination groove weld symbol. Rather than needing multiple notes or separate symbols, a single groove symbol can now show two different edge shapes for the same joint. It can also be drawn backward, so the symbol itself depicts the actual joint configuration on the drawing. For joints like a J-groove against a square edge, that removes a lot of guesswork at the fit-up table.
When paired with the side restrictions noted earlier, this update keeps drawings far less ambiguous, especially for shops that have only recently transitioned from the 2012 edition. As always, cross-check any new print against the official AWS welding symbol chart to be safe. With a little awareness of these contour rules, the smallest arc on a symbol will tell you exactly what the finished surface needs to be.
Theory is fine, but contour symbols only click when you read them off a real print with a real joint in front of you. So let’s run a shop-floor style training session: six symbols, six prints, six decisions you’d have to make before you strike an arc.
Quick Note: Before we start, remember the two rules everything else hangs on. A weld symbol drawn below the reference line applies to the arrow side of the joint; one drawn above the reference line applies to the other side. And a break in the arrow points at the member that must be beveled or j-grooved — not at the weld itself.
Print shows a lap joint. The arrow touches the top plate. Above the reference line sits a right-triangle fillet symbol sized at 6 mm, and an outward-curving arc sits at the toe of that triangle. No letter next to it.
Read it out loud: “Fillet weld, other side, size 6 mm, convex contour, no finishing method called out.” The arc is above the line, so you’re welding the far side of the joint. Convex means the designer accepts — or wants — the slightly built-up, outward-curved face. The absence of a finish letter used to send shops hunting for clarification, but the AWS A2.4:2020 revision now allows any method the shop prefers to achieve that contour. In practice, that usually means “leave it as welded.”
This one is a butt joint in plate. The arrow points to the left-hand member. Below the reference line is a V-groove symbol, and at its toe a straight line, with a capital G right beside it.
Translation: “V-groove weld, arrow side, finished flush by grinding.” The flush symbol does double duty — the straight line at the toe means the finished face must run flat and even with the base metal surface. The G tells the operator the post-weld operation is grinding, not machining, not chipping. If this joint gets machined afterward or butts against a mating part, that flush grind is not cosmetic; it’s a fit-up requirement. Budget the grinding time before you quote the job. The standard’s own AWS A2.4:2020 welding-symbol chart shows exactly this placement: contour at the toe, finishing letter immediately adjacent, always on the same side of the reference line as the weld it modifies.
Arrow-side and other-side fillet symbols stacked around the reference line, both sized. The symbol above the line carries an inward-curving arc with a G; the one below has no contour mark at all.
Read: “Fillet weld both sides. Other side: concave contour, ground smooth. Arrow side: no contour requirement.” This is a classic fatigue-sensitive or appearance-critical detail. The concave arc says the face must curve inward and blend into the base metal without a sharp toe, and grinding is the specified way to get there. If you want to see how travel speed, torch angle and heat input shape that concave profile before any grinder touches it, our walkthrough on TIG welding sheet metal is a useful companion read.
The symbol is the filled rectangle of a plug weld in a hole. At the toe of that rectangle sits the straight flush line, no finish letter.
Read: “Plug weld, arrow side, filled flush with the surface of the outer member.” Flush here means the weld metal must end level with the sheet — no proud button, no dish. Historically that usually implied a machining or grinding pass, which is exactly why these welds cost more per hole than people expect. One caveat from the recent revision: A2.4:2020 dropped the diameter symbol from the plug weld symbol, so a hole dimension that used to carry the Ø prefix now reads as a plain number. Don’t let that trip up your estimator.
A seam weld symbol with a circle at the junction of the reference line and arrow, plus a contour arc at the toe.
Read: “Seam weld all the way around the joint, with the specified contour profile maintained for the full circumference.” The circle at the arrow/reference-line junction means the weld runs all around, and the contour requirement travels with it for the entire loop. You cannot grind one side and leave the rest raw. If this is resistance seam or spot work rather than arc welding, our explainer on how spot welders work covers the process physics behind it.
A groove weld symbol with a flush contour line and the letter U beside it.
Read: “Groove weld, arrow side, contour flush, finishing method unspecified — shop’s choice.” U is the shop’s freedom card: grind, machine, chip, or peen, whichever is cheapest and available. Freedom also means documentation. Log what you actually did on the routing sheet, because an inspector can only hold you to the contour, not to a method you never committed to in writing. If your chosen method is grinding, remember the PPE and dust-control side of the job — see our complete guide to welding PPE before anyone pulls a trigger on a bench grinder.
Note: Across all six examples the pattern never changes — contour arc or line at the toe of the weld symbol, on the same side of the reference line as the weld it modifies, finishing letter right beside it. If you can hold that one sentence, you can read any contour callout on any print.
So far we have treated contour symbols as a drafting problem: a little arc here, a straight line there, a finish letter tucked beside it. On the shop floor they are an engineering problem. The shape of a weld toe decides where a crack starts, how many load cycles a joint survives, and whether a structure fails after ten years or after ten thousand. When a designer draws a concave contour with a grinding note, they are not being fussy about appearance. They are buying fatigue life.
Every welded joint changes the geometry of the base metal. Where the weld face meets the plate there is a transition, and that transition has a radius. A sharp, steep transition acts like a scored line in a sheet of paper: the load flowing through the plate crowds into that small radius instead of spreading out evenly. Engineers call it a stress concentration, and the sharper the corner, the higher the local stress compared with the average stress in the plate.
A convex fillet makes the problem worse. The reinforcement stands proud, the flank is abrupt, the toe radius is tight. A concave, smoothly blended profile does the opposite: it lengthens the transition, opens the radius, and lets the load path turn gently instead of snapping around a corner. The nominal stress does not change, but the peak stress at the toe drops, and since fatigue cracks almost always initiate at the toe, a softer geometry means more cycles before a crack appears.
Toe defects matter just as much as toe shape. A tiny undercut, a slag notch, or an abrupt overlap acts as a pre-made crack starter. That is why the inspection limits on undercut are written in terms of profile and depth rather than appearance alone.
AWS D1.1 does not leave profile to the welder’s discretion in fatigue-critical service. For tubular T, Y, and K connections the code allows weld surface grinding as a profile improvement, and it is specific about how that grinding is done: final grinding marks must run transverse to the weld axis, not along it. Longitudinal scratches parallel to the weld are themselves tiny notches oriented the wrong way, so a ground surface that looks smooth under a raking light can still be a poor fatigue surface if the burr marks follow the weld.
The depth limit is equally specific. Local profile notches must not be deeper than 0.04 in (1 mm), measured against a disc whose diameter is based on the branch member thickness. In practice the inspector lays a suitably sized disc gauge against the profile and looks for gaps that exceed that limit, the same way a radius gauge checks a fillet.
Quick Note: Grinding direction is one of the easiest details to get wrong. Transverse marks (across the weld axis) relieve and blend the toe; longitudinal marks (along the weld axis) extend it. If your drawing says “grind flush,” ask the drafting desk whether a grinding direction note is required by the fatigue category.
D1.1 also ties fatigue categories to weld size and thickness limits that depend on the profile itself. The code distinguishes a standard flat profile, a toe-fillet profile, and an improved concave profile, and each carries different allowable thickness. In other words, the little arc on the drawing can change how thick a plate you are permitted to use at a given fatigue category.
A 2021 review of fatigue test data on weld toe grinding and weld profiling published in the International Journal of Fatigue pulled together decades of results and reached a consistent conclusion: smoothing the weld toe transition reduces stress concentrations and removes the surface defects that start cracks. The improvement is real, but it is not magic, and the method chosen matters.
| Toe improvement | What it does | Watch out for |
|---|---|---|
| Weld toe grinding | Blends the toe radius, removes surface defects | Needs controlled depth and direction |
| TIG dressing | Re-melts the toe into a smoother curve | Heat input, slower cycle time |
| Burr grinding | Cuts a clean, shallow groove through the toe defect zone | Tool access in tight joints |
| Hammer peening / HFMI | Induces compressive residual stress | Over-peening can leave a harmful ditch |
Burr-ground and TIG-dressed specimens showed fatigue strength gains over as-welded specimens, with most of the benefit in crack initiation life. Hammer peening tells a more nuanced story. It induces compressive residual stresses roughly 4 mm deep, which is excellent, but aggressive peening leaves a 0.2 to 0.4 mm ditch at the toe that can itself act as a stress raiser. More force is not automatically better. If you want the theory behind the process, our piece on TIG welding technique and settings explains why a steady, deliberate filler rhythm is what gives TIG dressing its smooth profile.
This
This is where the symbol earns its keep. A fatigue-improved joint must be called out so the shop can execute it: a concave contour symbol, a finish designator for grinding or dressing, and sometimes a note for direction and depth. A profile left only in a general note, with no contour symbol at the toe of the weld, is a note that gets lost between the drafting desk and the welding bay.
Short Note: Post-weld grinding is hot, spark-heavy work with its own hazard profile. Before anyone touches a die grinder to a finished weld, make sure eye and face protection, ventilation, and respiratory protection are in place per OSHA’s welding, cutting, and brazing requirements, and review the basics in our welding PPE guide.
The same contour callout shows up in procedure documentation for pressure-retaining work and pipeline tie-ins, where profile acceptance and NDE run together. Our pipe welding procedures guide walks through how those requirements are written into a WPS and verified at the inspection stage. The bottom line: a flush or concave contour symbol is a designer’s instruction about stress flow, not about looks. Read it that way, execute it that way, and the joint will outlive the drawing revision that specified it.
Drawings specify contours; inspectors verify them. In between sits the part that trips up most shops: a contour callout is a measurable requirement, checked the same way size and length are checked. The tool of choice is rarely an ultrasonic probe. For most flush and profile requirements, acceptance comes down to a profile gauge, a straightedge, good lighting, and a trained pair of eyes.
When a drawing calls for flush, the inspector answers one question: does the finished weld surface sit level with the adjacent base metal, without a step, a dish, or a proud bead? In practice this is verified with weld profile gauges (contour templates) held against the toe and crown of the weld, backed by visual inspection at an angle that catches shadow along the profile. Nondestructive examination alone will not settle it. RT or UT can find internal discontinuities, but it cannot tell you whether the surface was ground flat. That is a geometric check, and it is done in the open air with a gauge in hand.
Three defects sit at the center of every contour review:
Quick Note: A contour failure and a weld-size failure are different conversations. A convex fillet that falls short of the specified leg or throat is a structural rejection; a fillet that sits 0.5 mm proud of flush but meets full throat may be a cosmetic nonconformance. Knowing which category you are in decides whether the fix is a grind wheel or a repaired WPS deviation.
Experienced inspectors separate two kinds of nonconformance. Cosmetic issues — slight surface roughness, a grind mark outside the weld zone, minor discoloration — rarely affect service and are often dispositioned as-is with a note. Functional issues — undercut beyond the code limit, a flush requirement missed on a surface that mates against a machined face, a fillet below minimum throat — stop the job. The welding defects undercut guide covers acceptance limits and repair approaches in detail.
Contour also interacts with size verification. A flush-ground groove weld can lose measured reinforcement, and a concave fillet reduces throat. The inspector has to confirm both that the required profile was reached and that the remaining section still satisfies the design size.
When the drawing specifies an unspecified-method finish (U), the fabricator chooses how to achieve the contour. That freedom is not free-form: the chosen method must still be recorded in the fabrication records, because the next inspector, the callback, and the warranty claim all need to know how the surface got there. Shops running National Board-inspected work should treat this as part of the permanent record, not a shop-floor decision.
Clear documentation starts upstream. A good WPS note states the required contour, the permitted finishing method, and the acceptance criteria. A routing sheet repeats it so the fitter and welder see it before the arc is struck, and the QA page gives the inspector the same wording. Ambiguity in the note is how the pressure-vessel bracket story in our intro happened.
Almost every contour correction ends at a grinder or a torch, and that brings OSHA into the picture. OSHA’s construction standard on welding, cutting, and brazing general requirements (29 CFR 1926.353) sets the floor for ventilation and fume control, eye and face protection, and respiratory protection during grinding and thermal cutting. Pair that with proper welding PPE plus grinding-specific eye protection, and make sure dust collection or supplied air is in place when grinding coatings, stainless, or galvanized material.
Short Note: Grinding marks matter twice over. AWS D1.1 requires final grinding on fatigue-critical profiles to run transverse to the weld axis, so a finisher chasing a flush contour along the length of the weld is fighting the rule. Direction of the scratch pattern is a legitimate inspection point, not a detail.
Shops that pass contour-heavy inspections tend to run the same short sequence every time:
For shop-floor context on how contour inspection fits into a full procedure package, the pipe welding procedures guide walks through WPS, passes, and inspection sequencing on work where profile requirements are non-negotiable.
The bottom line is simple: a contour symbol creates an obligation that ends with evidence. Gauge it, document it, protect the people doing the grinding, and the tiny arc on the drawing stays a detail instead of becoming a rejected batch.
Welding symbols are a language, and like any language, the dialect changes at the border. A shop that builds skids for a German OEM, a Canadian fabricator working from a British piping isometric, or any North American plant receiving European equipment drawings will eventually run into ISO 2553, the international standard for welding symbols on drawings. The contour callouts you learned to read under AWS A2.4 look almost identical but not quite, and the small differences are exactly where expensive misreads hide.
Under AWS A2.4, there is one reference line. Weld symbols drawn below it mean arrow side; weld symbols drawn above it mean other side. ISO 2553 keeps that logic but adds a second, broken (dashed) reference line running parallel to the solid identifying line. The side of the broken line a symbol sits on tells you whether it applies to the arrow side or the other side. In practice:
This is the single biggest trap for North American shops: a symbol that looks “other side” by AWS reflex may be “arrow side” in ISO, flipping which member gets the bevel and which gets the plain edge. Before any weld map is released, confirm which standard the drawing cites, not just which chart is pinned to the shop wall.
Quick Note: In the United States, ASME Y14.5, the GD&T standard, explicitly excludes welding symbology. That leaves AWS A2.4 as the governing document for welding symbol practice in the U.S. If a drawing shows ISO-style dashed reference lines, it was drafted to a non-U.S. convention and must be read that way, full stop.
The good news is that both systems use the same three contour indications: a straight line for flush (or flat on fillets), an outward arc for convex, and an inward arc for concave. A machinist who knows the AWS shapes can recognize an ISO flush callout on a groove weld instantly. What differs is placement rules and supplementary notation around those shapes.
ISO goes further on finishing. It recognizes finish designations that AWS does not carry in its chart, including a callout requiring the weld toes to be blended smoothly into the base metal. Maintainers on the official AWS forum have confirmed that designations like that blended-toe requirement are simply not included in AWS A2.4:2012. So an ISO drawing can demand a post-weld toe-blending operation that no AWS letter G, M, C, H, or U can express directly. When that shows up, write a tail note spelling out the method, tooling, and acceptance look, and reference it on the WPS and routing sheet so the grinding operation is planned, quoted, and inspected like any other pass.
Shops reading European drawings: don’t assume dashed lines are decoration, don’t assume a missing tail means “shop standard process,” and don’t assume a contour symbol’s side matches AWS placement rules. ANSI’s summary of the A2.4:2020 revisions notes other recent changes too, including the flat contour symbol being limited to fillet welds, so old shop charts may already be out of date.
Shops sending drawings abroad: ISO readers may not recognize an AWS-only finish letter or a bevel arrow break convention drawn the AWS way. Add a drawing legend or a tail note stating “Welding symbols per AWS A2.4:2020” and, where the callout matters, spell the contour out in words: “fillet, flush, ground smooth.”
Note: Resistance-weld callouts are a particular flashpoint. Spot and seam weld symbol shapes differ between the two standards, and shops handling resistance work should cross-check any ISO symbol against a primer such as how a spot welder actually works before interpreting dimensions. Also watch for undercut expectations: ISO and AWS acceptance thinking differs, and undercut at the weld toe interacts directly with whether a flush or blended contour was truly achieved.
The practical rule is simple: identify the standard first, read the contour second. When a drawing mixes conventions or cites neither standard, stop and get it clarified in writing before metal is cut, because a contour misread on an international order is the same story as the rejected bracket order that opened this article, only with a longer shipping bill attached.
Contour symbols are small, but the mistakes they cause are not. Here are the errors that show up repeatedly in real shops, plus two short checklists you can actually use. One catches problems before a drawing leaves engineering. The other catches them before a weld gets ground, machined, or shipped.
Quick Note: The 2020 revision made several other changes worth checking against your legacy drawings. Flash and upset welding symbols were removed from the standard entirely, so older drawings still using them need review and tail-note clarification. Multiple subreference lines are now allowed for a groove weld that runs around a joint with no clear transition point. And the rule for designating size or strength on spot and seam welds was modified, so a value placed to the left of the symbol now designates weld size only.
If you do four things this quarter, do these. Get the current A2.4 chart and hang it where everyone can see it. Train the drafting and estimating teams together, because misreads almost always start at quoting, not welding. Standardize your shop notes for flush, ground, and machined finishes so every estimator prices the same work. And audit your CAD symbol library against the 2020 revision.
From there, build out your team’s reading skills with our guide to welding PPE when you add grinding and finishing stations, and sharpen your sizing fundamentals with 3/32 E7018 amperage settings for the fillet passes those profiles depend on. Contour symbols take an afternoon to learn and a career to master, but the payoff is direct: fewer rejections, clearer drawings, and welds that hold up to inspection and to the loading they were designed for.
A weld contour symbol is a small straight or curved line drawn at the toe of a basic weld symbol on an AWS welding symbol. It specifies the required finished shape of the weld face — flush, convex, or concave — as opposed to its as-welded shape.
A straight line means a flush profile, an outward-bulging arc means convex, and an inward-curving arc means concave. Under AWS A2.4:2020, the flat contour symbol is reserved for fillet welds, while flush is used for groove, plug, and slot welds.
These are AWS finishing designators: G stands for grinding, M for machining, C for chipping, H for hammering, and U for unspecified method. They indicate how the required contour is to be achieved, not how fine the finish is.
Usually, yes. Unless the welder can consistently deposit a truly flush profile, a flush callout implies a post-weld operation such as grinding or machining, which adds labor and cost that should be reflected in the estimate and the routing sheet.
Not necessarily. A convex fillet may have a larger throat on paper, but a concave, smoothly blended profile reduces the notch effect at the weld toe and generally performs better in fatigue. The correct profile is whatever the drawing specifies for the service conditions.
Because weld toe geometry is a major stress concentrator and a common fatigue crack origin. Codes such as AWS D1.1 allow improved profiles and weld toe grinding for fatigue-critical tubular connections, with strict limits on notch depth and grinding direction.
Under AWS A2.4:2020, the contour may be achieved by any suitable method, welding or mechanical, as determined at the worksite. For older drawings or critical applications, it is still good practice to raise an RFI and document the chosen method.
No. ISO 2553 uses a different reference-line convention and includes finish designations, such as smoothly blended toes, that have no equivalent in AWS A2.4. Always confirm which standard a drawing is written to before interpreting its contour callouts.
It is placed at the toe of the basic weld symbol, on the same side of the reference line as the weld it modifies. That means above the line for other-side welds and below the line for arrow-side welds.
No. The field weld symbol is a small flag at the junction of the reference line and arrow indicating welding to be done in the field, while the contour symbol describes the finished weld profile. Both can appear on the same welding symbol.