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2F Welding Position Explained: Technique, Angles & Tips

NH
Nicholas Harper · Oct 19, 2026 · 43 min read
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A first-year apprentice stands in front of a T-joint tack-up and hears the foreman say, “Run a 2F on that and bring it over.” The plate looks simple enough — one piece flat, one piece standing straight up — but the puddle keeps sagging, the top toe keeps eating into the vertical plate, and the bead sits fat on the bottom. That moment of confusion is exactly why the 2F position deserves a real explanation.

What Is 2F Welding? The Short Answer

A first-year apprentice hears the foreman call out, \”Run a 2F on that.\” The tack-up looks simple enough, one plate flat and one standing straight up, but the puddle sags, the top toe bites into the vertical plate, and the bead sits fat along the bottom. That confusion is exactly why 2F deserves a real explanation rather than a shrug and a \”just watch me\” from the next bench.

The answer, up front: 2F is the American Welding Society designation for a fillet weld made in the horizontal position. The number tells you the position; the letter tells you the joint type. So \”2\” means horizontal, and \”F\” means fillet. Call it out and you are asking for a fillet weld laid along a joint whose axis runs horizontally, with the weld face in an approximately vertical plane, deposited onto the upper side of a horizontal surface against a vertical one.

How the designation actually reads

Welding positions are not informal shop opinions. They are defined in AWS A3.0, Standard Welding Terms and Definitions, the reference document behind almost every qualification table you will ever sign. A3.0 defines the horizontal position as the position in which the weld face lies in an approximately vertical plane and the weld axis is approximately horizontal. On plate that translates into a horizontal axis and weld metal deposited on the upper side of a horizontal surface against a vertical one.

Four terms carry the whole definition:

  • Fillet weld: a roughly triangular weld joining two surfaces that meet at an angle, most often around 90 degrees, such as the two plates of a T-joint or a lap joint. The classic corner bead.
  • Weld axis: an imaginary line running lengthwise along the center of the weld, in the direction of the greatest dimension of the weld face. In 2F, that line runs horizontally, parallel to the floor.
  • Weld face: the exposed surface of the finished weld, the part you actually see and inspect after the slag comes off.
  • Horizontal position: per AWS A3.0, the orientation described above. On plate it is position 2; on pipe, variants such as 2FR describe a fixed pipe with a horizontal axis.

So a T-joint on the bench with a vertical web, a lap joint with edges running left to right, and an inside corner where a shelf meets a wall all produce 2F welds when the joint axis stays horizontal.

Quick Note: On plate, fillet positions run 1F (flat), 2F (horizontal), 3F (vertical), and 4F (overhead), and groove positions use the same numbers with a G instead of an F. If you have ever wondered why a welder says \”I’m certified in 2F\” and another says \”2G,\” they are talking about two different weld types that happen to share a number.

Why gravity is the whole story

The defining challenge of 2F is not the arc, the rod, or the machine. It is gravity. In the flat position, gravity pulls the molten puddle down into the joint and holds it there, which is why beginners learn 1F first. In 2F, gravity still pulls straight down, but the joint now runs sideways. The puddle wants to slump toward the horizontal member, pile up on the lower toe, and leave the upper toe thin or bitten into the vertical plate.

That is why 2F technique is mostly about counteracting a force you cannot turn off. You bias the arc slightly upward so the heat climbs into the vertical plate, you lean on travel speed as your main heat control, and you keep the puddle small enough that it freezes before it sags. Everything in the technique section of this article flows from that one physical problem.

There is also a practical reason 2F shows up constantly: it is probably the most commonly used welding position in production work, and horizontal qualification is a minimum prerequisite for a large number of employers. Structural steel, machinery frames, tanks, bases, brackets and frames all put joints at chest height, where you stand square to the work. A welder who can only pass 1F is of limited use on a floor where half the joints are T-joints.

What this article covers

We will decode the full AWS numbering system so 2F makes sense next to 1F, 3F, 4F and the pipe variants, then walk through the joints that produce horizontal fillets. Then come concrete settings and angles for SMAW, GMAW/FCAW and GTAW, a multi-pass sequence for larger fillets, a symptom-cause-fix troubleshooting guide, and what a 2F test actually qualifies you to do. We finish with safety and visual acceptance criteria, a comparison against the other fillet positions, and a ten-joint practice plan you can run in a single afternoon.

One rule is worth keeping in your head as you read: a fillet weld position is defined by where the weld sits in space, not by which hand you hold the electrode in. The AWS-based welding curriculum puts it plainly: positions are standardized so that a symbol on a drawing, a procedure specification, and a welder qualification test all mean the same thing. That standardization is what makes 2F more than a number: a shared language between the engineer who drew the joint, the inspector who will examine it, and the welder who has to run it without fighting gravity the whole shift.

How AWS Welding Position Codes Work: Numbers, Letters, and Pipe Variants

Before you can talk about “2F” with any precision, it pays to crack the code behind the label. AWS position names are not arbitrary stamps. Under AWS A3.0M/A3.0, the Standard Welding Terms and Definitions, every position designation answers two questions about the weld you are about to make: how is the weld axis oriented, and how is the weld face oriented? The weld axis is the imaginary line running along the center of the bead. The weld face is the surface you actually look at and deposit metal onto.

The Number: Where the Joint Sits in Space

The digit tells you how the joint sits relative to you and to gravity. On plate, AWS uses four:

  • 1 — Flat (downhand). Work is horizontal and you look down onto the weld face. Gravity pulls the puddle into the joint, which is why beginners meet this position first.
  • 2 — Horizontal. The weld axis runs horizontally with the joint at roughly chest height, so the bead goes on the side of the work. Gravity now pulls the puddle off the joint, which is why 2F is a skill position, not a formality.
  • 3 — Vertical. The axis runs up and down, and you weld either uphill or downhill. Puddle control becomes a fight between surface tension and gravity.
  • 4 — Overhead. The axis is horizontal again, but the weld face points down at you. Everything you thought you knew about puddle weight gets relearned.

The Letter: F for Fillet, G for Groove

The letter gives the joint type, and that is where most confusion lives. Fillet test positions are 1F, 2F, 3F, and 4F; groove test positions are 1G, 2G, 3G, and 4G. The numbers are shared, which is worth memorizing: 2F and 2G describe the same physical orientation — work held horizontally, weld axis running horizontally — and differ only in the joint. A fillet weld in an inside corner is 2F; a groove weld in the same horizontal alignment is 2G.

G designations are also fixed test setups. A 3G coupon is a groove test plate stood up vertically and welded in place; you cannot flip it flat halfway through and still call it a 3G test. The same fixed-geometry rule applies to 1F through 4F, which is why qualification records list them separately.

Quick Note: The number is not an official difficulty rating, it is geometry. In practice, though, 1 is easiest and 4 is hardest, and shop crews treat the digits as a rough skill ladder anyway.

Plate Position Table and ISO 6947 Equivalents

If your shop runs to EN or ISO paperwork, you will meet a parallel alphabet. ISO 6947 uses letter symbols such as PA, PB, PC, and PH for the same setups AWS numbers. The key one here: AWS 2F is ISO PB, described as horizontal-vertical. ISO splits some positions more finely than AWS, so treat the table below as a guide rather than a one-to-one swap.

AWS Joint type Plain-language setup ISO 6947 equivalent
1F Fillet Flat work, bead on the top surface PA
2F Fillet Horizontal axis, bead on side of a T or lap joint PB (horizontal-vertical)
3F Fillet Fillet on a vertical joint, uphill or down PF (up) / PG (down)
4F Fillet Fillet weld from underneath PH
1G Groove Flat butt joint, face up PA
2G Groove Horizontal butt joint, groove faces sideways PB on plate; PC on fixed pipe
3G Groove Vertical butt joint PC (up) / PD (down)
4G Groove Overhead butt joint PE

One row trips people up. A groove weld around a fixed horizontal pipe — the AWS 2G pipe setup — is listed as PC in EN ISO 15614-1 qualification tables, so an “Able to weld PC” line on a European certificate often means the test a North American inspector calls 2G. This open welding textbook chapter offers a plain-language comparison of both systems.

Pipe Variants: 5F, 6F, 2FR, and 1FR

Pipe adds a variable plate lacks: it can be clamped fixed or rotated under the arc. AWS handles this with extra numbers and an R suffix:

  • 2F on pipe — a fillet weld on a fixed vertical pipe: a circumferential fillet welded with the pipe standing upright. The axis is horizontal, so it behaves like plate 2F with a curve thrown in.
  • 2FR — the same horizontal-pipe geometry, but with the pipe rotated during welding. R means the work turns while the welder mostly stays put.
  • 1FR — a fillet weld on a rotating pipe held so the weld is deposited flat. Rolling pipe under a steady arc is the pipe-shop equivalent of 1F plate and one of the most productive setups around.
  • 4F — a fillet weld made overhead on a fixed pipe, typically under a horizontal run.
  • 5F — a fixed horizontal pipe where the welder works all the way around the circumference, passing through horizontal, vertical, and overhead in one weld. It is the pipe-world test of whether you can weld, not just position a coupon.

Pipe groove positions follow the same logic: 1G is a rotating pipe groove weld, 2G a fixed horizontal pipe, 5G a fixed pipe welded in all positions around it, and 6G the famous 45-degree fixed incline. As this test-position reference summarizes, plate and pipe each carry their own numbered family, and the letters F and G never mix within a single designation.

Once the system clicks, 2F stops being a mystery shop instruction. It means one thing: fillet weld, horizontal setup, gravity pulling the puddle sideways out of the joint. Everything that follows — work angle, travel angle, heat control, and the defects they create — flows from that fact.

Where 2F Shows Up: Joints, Workpieces, and Real Shop Situations

Ask a welder where they run 2F and you will usually get a shrug: “everywhere.” That is not an exaggeration. The horizontal fillet is the workhorse of fabrication-shop production, the position that shows up on pressure vessels, ladder rungs, stiffeners, gussets, brackets, and almost anything built from two plates meeting at an angle. Before you can run it well, though, you need to recognize exactly which joint geometries put you in 2F, because the designation is about the relationship between the weld and the workpiece, not about the name of the joint.

The Four Plate Joints That Land You in 2F

A fillet weld joins two surfaces that meet roughly at right angles, and the position is judged from the orientation of the weld axis and the weld face, per the terminology in AWS A3.0, Standard Welding Terms and Definitions. When the axis of that weld runs horizontally and the welder is looking at the face, you are in the horizontal position — 2F on plate. Four common geometries produce it:

  • T-joints. One plate lies flat, the companion plate stands upright, and the fillet runs along the inside corner. This is the classic 2F training and test coupon.
  • Inside corner joints. Same story: for T-joints and inside corners the companion plate is vertical, so the arc works against gravity pulling the puddle downward off the upper toe.
  • Lap joints. Here only the edge of the overlapping member is vertical. You are welding along the edge where the top sheet crosses the bottom one, and gravity still wants to drag the puddle past that edge.
  • Outside corner joints. Again, only the edge of one member stands vertical, but the puddle sits on an open corner with nothing beneath the lower toe to hold it, which makes speed control even more critical.

The distinction matters because the puddle behaves differently in each case. On a T-joint the vertical plate acts as a dam; on a lap joint the thin exposed edge of the top sheet heats faster and is easier to melt away into undercut. As OpenWa’s welding curriculum lays out, all four are still classified as flat, horizontal, vertical or overhead based on how the weld itself sits, not what the parts are called.

Quick Note: In pipe work the rule stays the same: 2F is a circumferential fillet on a joint whose axis is approximately vertical, welded with the pipe fixed in position. If you could roll the pipe to bring the joint flat, it would be a different position entirely — but you usually cannot.

Why You Cannot Just Flip the Part

The obvious student answer to a sagging horizontal puddle is “turn the joint flat.” On a six-inch coupon that works. On real work it rarely does. Structural steel frames, machinery bases, tank shells, ship sections, and building connections are assembled in the orientation the drawing demands, and the flat position is often completely impractical for large assemblies. A gusset welded into a standing column, a stiffener inside a beam web, or a fillet around a tank nozzle stays where gravity put it. This is exactly why industry training material and DOT fabrication guidance treat horizontal and other out-of-position welding as unavoidable skills in structural fabrication rather than optional extras — see, for example, this DOT welding fabrication reference.

Workpiece Setup and Ergonomics

Most 2F trouble starts before the arc is struck. Good setup is simple:

  1. Bring the joint to you. Position the weld at roughly elbow height so your forearm stays relaxed and the electrode reaches the corner without stretching. Reaching above shoulder height or, worse, welding an underhand overhead-adjacent angle, destroys travel-speed control.
  2. Square and tack. Confirm both members are at 90 degrees, then tack at each end and midway. A joint that pulls out of square as you weld will hand you uneven legs no matter how good your technique is.
  3. Clear the path. Make sure you can drag the full length of the run in one direction without stepping over obstructions or repositioning mid-bead.
  4. Support the workpiece. Clamps or a fixture keep the assembly from rocking; a moving part is a guaranteed stop-start porosity problem.

Another quiet giveaway of an uneven-leg fillet in the horizontal position is a upper leg smaller than the lower leg — gravity has pulled the added metal downward, and the fix is in heat input and work angle, not filler.

The Entry-Level Production Position

There is a practical reason shops hand new welders 2F work first, and why certification tests often start there: it is the simplest out-of-position joint to learn while still teaching real puddle control against gravity. The geometry is stable, the visual feedback is immediate, and the same fundamentals carry directly into groove welds and vertical-up work. Position designations such as PB under ISO 6947 describe the identical setup, so the skill travels internationally. Learn the horizontal fillet properly and you have the foundation for the majority of production fillet work you will be asked to run.

2F Technique: Work Angle, Travel Angle, Speed, and Process Settings

Knowing what a 2F weld is and running one are different things. The technique comes down to four variables you control by hand: work angle, travel angle, travel speed, and a consistent arc length or stick-out. Get all four right and gravity works with you instead of against you.

The Golden Rule: A Flat or Slightly Convex Bead With Equal Legs

Fix the target picture before you strike an arc: equal leg lengths and a flat or slightly convex profile. A concave bead looks neat but is structurally weak, because the thinned throat invites shrinkage cracking, which is why inspection criteria penalize excess concavity on fillets. Everything in 2F technique serves that goal: equal legs, fused toes, no sag.

Work Angle: Bias the Arc Up Toward the Vertical Plate

The work angle is measured in the end view, with the electrode pointing into the corner of the T. Hold the stick about 45 degrees off the horizontal plate, adjusted between roughly 30 and 60 degrees to keep the legs equal. That range is your working envelope, not a fixed number.

  • Vertical leg too short, or the lower plate building up fat: rotate up toward the vertical plate (50–60 degrees from horizontal).
  • Top toe gouging the vertical plate, or the upper leg running heavy: rotate back down toward 30–40 degrees.

The physics is gravity: the liquid puddle wants to run downhill onto the horizontal member. Pointing the arc slightly higher than the center of the corner pushes heat and filler into the vertical plate, where it can fuse before it sags.

When two passes are needed, the first bead goes mostly on the bottom plate and the second is held at about 45 degrees, fusing the vertical plate to that first bead. Building the lower leg first gives the second pass something to rest on instead of hanging in midair.

Travel Angle: Drag the Stick, Mind the MIG

The travel angle is the tilt of the electrode along the direction of travel. For SMAW and FCAW, drag (backhand), typically 5 to 15 degrees off vertical. Dragging shields the arc with the coating or slag and drives heat into the corner.

GMAW is the exception worth memorizing. For short-circuit transfer, the common setting for small horizontal fillets on thin material, most charts recommend a slight push (forehand) angle, which keeps arc force from digging deep and flattens the bead. The governing rule is the manufacturer’s recommended technique for the specific wire and process, because spray transfer behaves like stick and is dragged.

Travel Speed: Your Main Heat Control

Most 2F problems are heat problems, and travel speed is the fastest fix. Faster travel means less heat per inch, a smaller puddle, and less time for gravity to pull molten metal down. A sagging bead at the lower toe means too much heat or too slow a hand.

Quick Note: Small puddles solidify faster and resist sag. If you are fighting a runny puddle, dropping one electrode or wire size and lowering amperage often fixes it before you touch anything else.

Keep arc length (stick) or stick-out (MIG) short and constant: about the electrode diameter for SMAW, roughly 3/8 inch (10 mm) for GMAW unless the wire spec says otherwise. A growing arc adds voltage, widens the arc cone, and blows heat into the vertical plate’s toe, a classic cause of undercut.

Process-by-Process Settings Notes

SMAW (Stick)

Use E6010, E6011, E7018, or stainless equivalents for the material. Common sizes for horizontal fillets are 1/8 inch and smaller; 5/32 inch works on larger fillets but is harder to hold. Set amperage near the middle of the published range: settings that run well flat on the same thickness generally work in 2F, because the difference is technique, not amps. Travel slightly slow on the root, then keep moving.

GMAW and FCAW

Short-circuit GMAW on 1/8-inch-plus material commonly sits around 18–22 volts, with wire speed matched to thickness. Check the machine chart for your wire diameter. FCAW is dragged like stick, and its heavier deposition makes it a production favorite for multi-pass fillets, though the bigger puddle sags more readily. Many welders run slightly below the flat chart voltage on horizontal fillets to tighten the puddle and hold the top toe.

GTAW (TIG)

TIG offers the most control and the least forgiveness. Use smaller filler rod (1/16 or 3/32 inch), because a small puddle solidifies fast and resists sag. Follow the same 45-degree work angle with rod fed into the corner, travel relatively quickly, and dab rather than flood: excess filler in a hot joint runs downhill before it freezes.

Setup and Body Position Matter

Set the joint at about elbow height, square and tacked, so you are neither reaching up nor hunching. If you cannot see the puddle’s leading edge, especially the top toe, you cannot control it. Move the part or move yourself rather than twisting your wrist to a random angle; consistent angles start with consistent body position.

Short Note: One variable at a time. Change either your angle or your speed, not both, and you will learn what each one actually does to the puddle within a few beads.

Master these four controls and the rest of 2F work, from multi-pass sequences to qualification tests and defect troubleshooting, becomes refinement rather than discovery. The next section covers what to do when one pass is not enough.

Multi-Pass 2F Fillet Welds: Building Large Fillets Correctly

A single bead covers most horizontal fillet work: brackets, tabs, light gauge tacks, and anything with a leg size up to about a quarter inch (6 mm). Past that point the puddle gets too large to hold in position, heat builds faster than the joint absorbs it, and sag starts winning. At that stage you stop running welds and start building them, one pass at a time. Filler metal manufacturers publish maximum single-pass fillet sizes by position, and horizontal is always more restrictive than flat because gravity acts on the molten metal throughout.

Sequencing the passes

The order matters more than the individual beads. A reliable four-step build for a large 2F fillet looks like this:

  1. Root stringer. Run a small stringer right into the corner where the two plates meet. Its job is to fuse both members and set a sound foundation, not to fill the joint. Keep it small; a fat root pass leaves valleys at its toes the second pass cannot reach.
  2. Lower leg pass. Lay a bead along the horizontal plate, overlapping the root and washing out to the corner. This builds the bottom leg and sets the lower toe line. Because it sits on a flat surface, it is the most stable pass in the sequence.
  3. Vertical leg pass. Bring a bead up against the vertical plate, biased slightly upward, tying into the root and the previous pass. This is where the work angle from the technique section earns its keep: bias too flat and the top toe crawls down instead of tying in.
  4. Capping pass (optional). If the earlier beads left a lumpy profile, one final stringer or a tightly controlled weave blends the face and brings the contour into tolerance. Skip it when the profile is already smooth.

Stringer or weave?

Stringers are the default in a horizontal fillet. They keep heat input narrow, the puddle small, and solidification fast, which is exactly what fights sag. Weaving has its place, mostly in the capping pass, but wide side-to-side motion in 2F lets the puddle dwell on the vertical plate until gravity pulls it down. Most procedures cap the weave width at roughly two to three times the electrode or wire diameter; beyond that you get an inconsistent throat and uneven toes. If you do weave, pause briefly at each side and let the center travel faster.

Quick Note: A smaller puddle solidifies faster, and a faster-freezing puddle resists sag. When the fillet is getting thick, add a pass instead of adding amplitude or slowing down.

Interpass cleaning and temperature

Every pass that gets covered has to be clean first. Chip the slag completely, wire-brush the surface, and look at the toes rather than trusting that you got it. Any ridge, trapped slag chip, or oxide film left behind becomes an inclusion in the finished weld. The same goes for restarts: fill the crater, chip it, and overlap the restart instead of striking an arc on top of a pinhole.

Interpass temperature is the other discipline. The weld procedure sets the ceiling, and the previous bead should be inside that limit before the next one goes down. Running beads back-to-back on a small part soaks the joint, widens the heat-affected zone, and lets the next pass wash out instead of freezing where you want it.

Why pass profile matters: the next bead inherits your mistakes

This is the part beginners underestimate. As state DOT inspection guidance points out, the profile of one layer of a multipass weld can cause slag inclusions or incomplete fusion in the next pass if it is incorrect. Transportation welding documentation collected in the national transportation technical library repeats the same principle for bridge work: an intermediate pass that leaves a steep shoulder or a concave pocket gives the following bead nowhere to flow.

Two profile problems carry the most weight in inspection:

  • Excess concavity. Usually associated with fillet welds, a dish-shaped face reduces strength because the throat is less than normal for the measured leg. AWS D1.1 fillet weld contour criteria allow reinforcement of up to about 1/6 in (2 mm) for fillet faces up to 5/16 in (8 mm), so a slightly convex bead is fine; a dished one is not.
  • Overlap or cold lap. Most often inspected for on the lower leg of fillet welds, overlap reduces the effective fillet size and is a classic sign of a pass that was too cold or too slow, as Kobelco’s defect cause-and-prevention data documents.
Problem in the intermediate pass What it does to the next pass Adjustment
Concave pocket or steep shoulder Next bead bridges instead of reaching the root: lack of fusion Add a wash pass or slow at the shoulder
High convex crown Slag traps behind the crown Knock down the high spot before continuing
Slag or spatter left on the bead Slag inclusion trapped between layers Chip and wire-brush thoroughly
Undercut in the previous bead Thinner throat and an unfused groove at the toe Run a stringer biased into the groove
Crater or pinhole at the stop Porosity and lack of fusion at the restart Fill the crater, clean it, overlap the restart

The habit is simple: before each pass, look at the profile you are about to cover and ask whether a fresh bead will touch both walls. If not, fix the profile first. Grinding a shallow groove into a bad intermediate pass takes thirty seconds; chipping an inclusion out of a finished weld takes far longer, and cutting out a rejected section longer still.

Common 2F Defects and How to Fix Them: Undercut, Overlap, and Sag

Gravity never stops pulling on a 2F puddle, which is why the horizontal fillet leaves so little room for error. These flaws hurt appearance, cut load-bearing strength, and can fail an inspection. The habit worth building is catching a defect while the bead is still hot and fixing it on the next pass instead of grinding it out later.

Quick Note: Prevention always beats repair in 2F. Small puddle, controlled heat, consistent angles, and most of these flaws never start.

Undercut on the Vertical Leg

Of every flaw found in a horizontal fillet, undercut shows up most often on the vertical leg: a groove melted into the base metal at the vertical toe, where no filler metal reinforces the joint. That notch acts as a stress raiser, which is why inspectors reject it so readily.

  • Symptoms: A sharp, melted-out edge along the vertical toe with little or no reinforcement.
  • Causes: Kobelco’s defect cause-and-prevention data blames excessive amperage, travel that is too fast, an arc that is too long, and wrong work or travel angles. In 2F specifically, failing to bias the arc toward the vertical plate is one of the largest contributors.
  • Fixes: Drop amperage slightly, slow your travel, shorten the arc, and angle the electrode to favor the vertical member, roughly 40 to 45 degrees off the horizontal plate, rather than running flat.

Overlap (Cold Lap) on the Lower Leg

Overlap, sometimes called cold lap, is undercut’s opposite: molten filler rolls over the lower horizontal toe without fusing into the base metal, leaving a weak shelf that can hide lack of fusion underneath it.

  • Symptoms: A bead that spills onto the horizontal plate yet sits on top of it instead of tying in.
  • Causes: Kobelco’s data links overlap to amperage too low, travel too slow, an arc too short, and wrong angles. In 2F, aiming too far at the vertical plate while crawling along lets the puddle sag and roll over the bottom toe.
  • Fixes: Raise amperage to suit your electrode and material thickness, pick up travel speed, and open the work angle so the puddle wets into the horizontal member instead of spilling across it.

Uneven Legs

A proper fillet has two equal legs meeting at the root, so a lopsided bead is almost always an angle problem. Iowa DOT inspection notes cite an inappropriate electrode work angle as the main cause of uneven-leg fillet welds in the horizontal position.

  • Symptoms: A heavy leg on the vertical plate and an undersized one on the horizontal plate, or the reverse.
  • Causes: Pointing the arc too far at one member dumps heat into that plate, melting it back and starving the other side of filler.
  • Fixes: Re-center at 40 to 45 degrees from the horizontal member, then check both legs with a fillet gauge between passes instead of guessing.

Excess Concavity, Excess Convexity, and the Sagging Puddle

Profile problems come next. Excess concavity thins the throat, excess convexity adds stress raisers and wasted filler, and the signature 2F flaw is the sagging puddle: a droopy, bowl-like bead with a wide, flat face and thin reinforcement at the top toe.

  • Causes: More heat than the puddle can support, weaving too wide, or a work angle pushed far too flat.
  • Fixes: Treat travel speed as your primary heat control. Run stringers instead of wide weaves, step down to a smaller electrode diameter, and keep the puddle small so the metal freezes before gravity drags it down.

Note: The Iowa DOT inspection notes emphasize that bead profile and throat size draw scrutiny as heavy as visual continuity on structural work.

Porosity at Bead Starts and Slag Inclusions

Gravity showcases sag and undercut, but trapped discontinuities weaken a weld just as badly. Two frequent 2F offenders are porosity at bead starts and slag inclusions between passes.

  • Porosity at bead starts: Usually a poor arc strike, moisture-contaminated electrodes, dirty base metal, or a long arc on initiation. Pre-clean the plates, store low-hydrogen rods dry, and establish a short arc immediately.
  • Slag inclusions: Non-metallic pockets trapped in the weld, caused by skipped interpass cleaning, angles that bury slag, or uneven travel speed. A rough, convex intermediate pass leaves crevices that catch slag on the following pass, so chipping, brushing, and grinding between layers is not optional.

Quick Diagnostic Table

Defect Location Likely Cause First Adjustment
Undercut Vertical toe Too hot, too fast, long arc Slow down, shorten arc, bias up
Overlap/Cold Lap Lower horizontal toe Too cold, too slow, short arc Add amperage, speed up, open angle
Uneven Legs Whole fillet Work angle off center Re-center 40–45° from horizontal
Excess Concavity/Convexity Face and throat Wrong heat, weave too wide Run stringers, control speed
Sagging Puddle Lower half of joint Excess heat, puddle too large Speed up, smaller rod, smaller puddle
Porosity (Starts) Arc strike points Dirt, moisture, long arc Clean metal, dry rods, short arc
Slag Inclusions Pass boundaries Poor interpass cleaning Chip and brush between passes

Troubleshoot one variable at a time. Change a single setting, run a test bead, and you will pinpoint the cause without creating a new defect. Within a few shifts these corrections become automatic.

2F and Welder Qualification: What Passing a 2F Test Actually Earns You

Here is the question that sends apprentices down a rabbit hole: “If I pass a 2F test, what am I actually allowed to weld?” The answer is frustratingly specific. A welder qualification is never a blank check marked “certified welder.” It lists a process, a material group, a thickness range, and a set of qualified positions. The 2F test is one of the most common entries on that list, and knowing what it earns you saves awkward conversations with a weld inspector.

What the Test Coupon Actually Looks Like

A 2F qualification test is not some exotic arrangement. It is the same T-joint you run on the shop floor: one plate flat, one plate standing on edge, tacked into a corner, with the weld axis horizontal. The welder sets it at a comfortable height and runs the fillet as in production. The coupon is then examined visually and, depending on the code and thickness, may also be fractured, sectioned, or bend-tested to expose the root and check for fusion. A rejected coupon is a documented failure on your record.

Test Position Is Not the Same as Production Position

This distinction trips people up constantly. Production positions, the categories your finished weld is judged under, are defined in AWS A3.0, Standard Welding Terms and Definitions as flat, horizontal, vertical and overhead. They describe where the weld sits in the finished structure. The test position describes how the coupon was set up and welded during qualification. They line up closely but are not interchangeable, and codes treat them differently.

You test in a position, and the code grants a list of positions you may produce work in. Some codes grant generously, others narrowly, and many let a qualified welder add adjacent positions with little or no extra testing.

Quick Note: Qualification tables change between code editions. A welder qualified under one edition keeps that qualification unless the employer’s written procedure says otherwise, so if you are testing today, work from the current table in your governing code, not a decade-old photocopy.

What a 2F Test Actually Qualifies You For

Here is where the code matters most. Under AWS D1.1 structural welding rules, a fillet weld test is primarily a fillet qualification: passing a horizontal fillet does not quietly turn you into a groove welder. Groove welding needs its own test in the qualified position, because a groove weld has a root opening, required penetration and often backing or a backgouge, none of which a fillet coupon exercises.

Aerospace’s AWS D17.1 handles sheet differently: its tables show a 2F sheet fillet test qualifying a welder for both flat and horizontal groove and fillet welding. That is a meaningful grant for thin-sheet work, and one reason 2F is a popular starting point in aerospace shops.

Across AWS frameworks there is another quiet bonus: welders qualified to perform groove welds are also qualified to perform plug and slot welding in the qualified position, so a horizontal groove qualification opens up fill-in-the-hole work on base plates and connection details without a separate test.

Read the qualification table as a matrix, not a single line:

Question What to check
Which process? SMAW, GMAW, FCAW and GTAW qualify separately; a 2F stick test says nothing about MIG skills
Which position? Fillet tests and groove tests draw different boxes in the qualified-positions grid
Which thickness? Coupon thickness usually sets a range, from a fraction of the coupon up to a multiple of it
Which material? Carbon steel, stainless and aluminum sit in separate columns on most qualification forms

For how plate and pipe test positions break down, including which fillet positions exist, see All Industrial Training’s test position guide.

How ISO 6947 PB Maps to the Same Setup

Shops that build to European drawings, or whose paperwork references ISO instead of AWS, write the same T-joint differently. ISO 6947 uses letters describing the orientation of the weld face, and horizontal fillet on a T-joint is designated PB. Same joint, same arc, different paperwork.

AWS designation ISO 6947 equivalent Setup
1F / 1G PA Fillet or groove with the weld face pointing up
2F / 2G PB Weld axis horizontal, toes at different elevations
3F PC / PD Vertical, upward or downward progression
4F PE Overhead fillet

Pipe Caveats: 5F, 6F, and Why Diameter Matters

Move the same fillet onto a fixed vertical pipe and you get 5F; an inclined fixed pipe gives 6F. Here the rules get stricter in one specific way: pipe positions 5 and 6 treat pipe diameter as an essential variable. The reason is ergonomics and heat control: small diameter pipe forces the arc around a tight curve in one continuous motion while the puddle geometry changes constantly as you travel. A 6F test on a 2-inch pipe is harder than the same test on a 12-inch pipe, so passing on large pipe does not qualify you for small bore, and vice versa.

Why Employers Ask for Horizontal Specifically

Because it is the joint they run the most. Structural frames, equipment mounts, tank seams and machine bases are built from T-joints and lap joints, and the horizontal fillet is the workhorse of all of them. A candidate who can show 2F on a card, in the processes the shop runs, with a thickness range covering their material needs far less supervision. Test in horizontal early, in the process you actually intend to work in.

Safety and Inspection for 2F Work: Fume, PPE, and Acceptance Criteria

The 2F position may look simple compared to overhead work, but the horizontal angle changes both the hazards that reach the welder and the ways flaws can form. Protection and inspection belong in the routine, not in the cleanup afterward.

Fume, Gases, and Shop Ventilation

The most constant hazard for a welder running 2F all shift is the plume of fume and gases created at the arc. OSHA’s welding fume factsheet warns that acute welding fume exposure can cause eye, nose and throat irritation, dizziness and nausea, while prolonged exposure may cause lung damage and various cancers. Specific compounds are of high concern, including manganese and hexavalent chromium. For hexavalent chromium, OSHA sets a permissible exposure limit of 5 micrograms per cubic meter as an 8-hour time-weighted average.

With a horizontal fillet, the rising plume does not always travel straight up away from the welder’s breathing zone. Depending on the joint height and surrounding structure, it can roll back down or into the welder’s face, especially inside corners and near large assemblies. Ventilation should be directed as close to the arc as possible, and the welder should position upwind of the plume when feasible. Local exhaust ventilation is far more effective than relying on general shop airflow alone. When adequate ventilation cannot be achieved, respiratory protection approved for welding fumes must be used in accordance with the site’s exposure assessment.

Quick Note: Metal fume fever is one of the most common acute effects reported by welders. It can feel similar to the flu and is often caused by inhaling zinc or copper oxides from galvanized or coated metals. If these symptoms arise, stop welding in that area and notify supervision.

PPE, Spatter, and Fire Prevention

The 2F position also changes how debris interacts with the welder. Unlike flat work, where most spatter falls down and away from the front of the body, the horizontal orientation causes more spatter to land on the lower plate, the boots, the pant legs, and at times the front of the leathers near the lower toe of the joint. PPE must cover the lower extremities accordingly, with flame-resistant pants worn over the top of boots or secured to keep slag and sparks out. A properly fitted welding helmet, leather gloves, and a flame-resistant jacket remain non-negotiable, but coverage of the lap and ankles should be checked for wear before starting a long run.

Hot slag is another small but real danger in 2F. As the bead solidifies along the lower horizontal toe, chunks can roll or drop to the floor, catch on the front of the workpiece, or land near combustible materials. A trained fire watch is essential whenever nearby items cannot be cleared, and it must remain on duty for at least the time specified by site policy after welding stops, checking cracks, gaps, and the underside of the joint where slag hides. Electrical safety, proper grounding, and cable management should also hold up throughout the shift to prevent secondary ignition sources.

Visual Inspection for 2F Fillet Welds

While safety protects the welder, visual inspection protects the structure. For 2F fillets, inspectors focus on fusion at the toes, leg sizes, and profile, since gravity pulls the puddle down. These checks catch most preventable defects before more costly methods are used. In fact, a DOT survey of pipeline operators found that three quarters of surveyed operators visually inspect fillet welds for undercut, applying API 1104 limits by common practice. A trained eye is still the first line of defense.

Several measurable criteria guide acceptance for horizontal fillets. Fillets should have equal leg lengths, or a leg difference of less than 0.118 in (3 mm), per common pipeline industry practice. The Iowa DOT inspection notes (Iowa DOT IM 558) align with this mindset of measurable, consistent legs to ensure proper throat strength. Undercut limits vary by code, but excessive undercut on the vertical leg is one of the first things checked, as it directly reduces cross-sectional area. Excess convexity can also be rejected because it adds no strength and can create stress risers, while overlap signals poor fusion at the lower toe. All spatter must be removed before inspection, and the bead must show continuous fusion to both members with no visible cracks or surface porosity.

Short Note: When measuring a horizontal fillet, inspectors use a fillet weld gauge to check leg lengths against the specified size, and a throat gauge or the flat face of the gauge to assess convexity and undercut. Proper lighting and spatter removal are required for an accurate reading.

Putting It Together on the Shop Floor

A well-run 2F job blends prevention and verification. Before striking an arc, confirm upwind ventilation, adequate local exhaust, and a fire-safe zone with a designated fire watch if needed, and inspect PPE around the ankles and lower legs. While welding, stay aware of your breathing zone and never work downwind of the plume for an extended run. After completion, inspect against the job’s acceptance criteria, with special attention to the vertical toe for undercut, the lower toe for overlap, and leg equality before the work leaves your station.

Keeping these habits consistent protects long-term health and saves rework by catching flaws at the source. That discipline is what separates a passable bead from a dependable, code-compliant fillet in the horizontal position.

2F vs 1F, 3F, and 4F: Comparing Positions and Building a Practice Plan

Nobody learns 2F in isolation. The horizontal fillet only makes sense next to the other three plate fillet positions, because the same electrode and the same joint behave completely differently once you rotate the workpiece. Here is how 2F compares, why shop slang keeps confusing it with flat, and a ten-joint progression you can run tomorrow morning.

Why Welders Call 2F “Flat” (and Why That Gets People in Trouble)

Walk into almost any fabrication shop and ask for a flat fillet on a T-joint, and somebody will set up in 2F. It is one of welding’s most persistent slang habits. Standing over a joint at waist height, looking straight down into the bead as it runs left to right, nothing about it feels “horizontal.”

The paperwork says otherwise. Under AWS A3.0, Standard Welding Terms and Definitions, a position is classified by the orientation of the weld axis and the weld face, not by how the joint feels to the welder. In 2F the axis runs horizontal while the weld is deposited onto a vertical face. Flat is 1F, a separate qualification with a separate test box, and the international chart makes the same split, with 2F mapping to ISO 6947’s PB position.

Quick Note: Never write “flat” on a fit-up sheet, WPS or qualification record when you mean 2F. Slang works between welders, but paperwork runs on AWS designations, and a mismatched box is how a welder ends up certified for a position they never tested in.

How the Four Plate Fillet Positions Stack Up

Every plate fillet position is the same weld with a different relationship to gravity, and that one variable drives puddle shape, travel speed, spatter and how much skill the job demands.

Position Orientation What gravity does Difficulty Typical work
1F (flat) Weld axis horizontal, throat pointing straight down Pulls the puddle evenly into the root, which acts like a cup Easiest Shop fabrication where parts can be flipped in fixtures or turned on a positioner
2F (horizontal) Axes horizontal, weld deposited on a vertical face Pulls the puddle down, loading the lower leg and threatening the upper toe Easy to moderate T-joints, lap joints, structural steel, machinery, tanks
3F (vertical) Weld axis vertical, running uphill or downhill Fights travel going up and assists it going down, so progression must be managed Moderate to hard Beam flanges, column work, upright plate
4F (overhead) Weld axis horizontal, deposited from underneath Pulls the puddle straight off the work Hardest Shipbuilding, pressure vessels, work already fixed in place

Productivity follows the same order. 1F allows the highest heat and the fastest travel. 2F gives up some of that speed because the puddle must stay small enough to hold. 3F adds progression discipline, and certification programs treat uphill and downhill as separate essential variables rather than one single vertical qualification. 4F is slowest of all, since every pass has to run in small, quick-freezing increments.

A 10-Joint Practice Progression

The fastest way to get competent in 2F is to change one variable at a time. Ten joints, in this order, take you from a rough first bead to a test-quality three-pass fillet.

  1. Bead-on-plate. Run a single 3/16-inch bead down a plate held at comfortable 2F height, no joint involved. Learn puddle width first.
  2. First T-joint bead. Same settings and speed, now in the root of a square T-joint, aiming for a bead roughly symmetrical on both plates.
  3. Work-angle sweep. Tack three identical T-joints and change the work angle by about 5 degrees between test beads. That small-increment method is how welders dial in equal leg lengths instead of guessing.
  4. Reproduce it. Retack two more joints at the angle that produced even legs. Consistency, not one lucky bead, is the goal.
  5. Travel-speed experiment. Run the first half of a T-joint noticeably fast, the second half noticeably slow. Fast undercuts the vertical leg; slow overlaps the lower one. See both once so you recognize them forever.
  6. Restarts. Stop and restart three or four times in one joint. Clean each restart, wash out the crater, and check the starts for porosity.
  7. Two stringer passes. Root pass plus one stacked above it, with interpass cleaning between the two.
  8. Three-pass sequence. Root stringer, a pass along the horizontal plate, then one fused into the vertical plate. Check each profile before the next pass goes on; a sloppy intermediate pass causes slag inclusion and lack of fusion later.
  9. Lap joint. Move to a horizontal lap, where the puddle has an edge to climb as well as gravity to fight.
  10. Corner joint and mock test. Finish with an inside or outside corner, then run a full-length bead at welding height and have someone critique it with you.

Resist the urge to jump straight to joint eight. The multi-pass sequence only works once joints three through five have taught your hand what an even, well-fused 2F bead actually feels like.

Conclusion: The Four Things to Remember

If this article collapsed into a pocket card, it would say four things. Bias the arc up toward the vertical plate so the puddle wets into the upper toe instead of starving it. Control heat with travel speed, because speed, not the machine dial, is your main defense against a sagging puddle. Keep both toes fused and both legs even, since undercut and overlap are where horizontal fillets fail inspection. And qualify in horizontal early: it is the position employers ask for most, and the muscle memory built here carries straight into 3F and 4F work.

Run those ten joints, get an honest critique, then take the test. Horizontal is not flat, but once it is in your hand, it feels close enough.

Frequently Asked Questions

What does 2F welding mean?

2F is the AWS designation for a fillet weld made in the horizontal position. The number 2 means the horizontal position, and the letter F means the weld is a fillet rather than a groove weld. On plate, it typically means welding a T-joint, corner, or lap joint with one member horizontal and the other vertical.

What is the difference between 1F and 2F?

In 1F the joint is rotated so the weld is deposited flat, with gravity helping the puddle stay in the joint. In 2F the work stays in its service orientation, so the weld face is vertical and gravity pulls the molten pool downward, which is why 2F demands more attention to electrode angle and travel speed.

What angle should the electrode be for a 2F fillet weld?

For a single-pass horizontal fillet, hold the electrode at roughly 45 degrees from the horizontal plate in the end view, biased slightly toward the vertical member so gravity does not pull the bead down. Practical guidance allows adjustment from about 30 to 60 degrees to keep the leg sizes equal.

Why is my 2F weld undercutting the vertical plate?

Undercut on the vertical leg is usually caused by too much heat, an electrode angle that is not biased upward enough, or travel speed that is too fast. Reduce amperage slightly, tip the electrode further toward the vertical plate, and keep the puddle small enough that it solidifies before it can sag.

Why does my horizontal fillet bead sag or look fat on the bottom?

Sagging comes from excessive heat input for the position combined with slow travel. The fastest fix is usually a slightly faster travel speed, which reduces the molten volume at any point, followed by a small voltage or wire-speed reduction so the puddle freezes before gravity moves it.

Does a 2F welder qualification test also qualify groove welds?

Not automatically. Fillet and groove qualifications are tracked separately, so passing a fillet test such as 2F qualifies fillet welding in the covered positions. A welder who also needs groove work must pass the applicable groove test position, such as 2G.

What joint types can be welded in the 2F position?

T-joints, inside corner joints, lap joints, and outside corner joints all produce 2F welds, plus circumferential fillets on a vertical fixed pipe. In every case the weld axis ends up horizontal and the weld is made on the upper side of the horizontal member against the vertical one.

How do I practice 2F welding effectively?

Tack simple 6 mm T-joints, run roughly 100 mm beads, and adjust only one variable at a time while checking the two toes after each pass. Once single beads have smooth, fused, equal toes, move on to three-pass sequences and then lap and corner joints, cleaning slag between every pass.

NH

Nicholas Harper

Editorial Team

Covering welding processes, equipment selection, and shop-floor practice for WeldZen — with every claim checked against the governing code.

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