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newSchoolWorks.com › VoTechWorks › Building & Construction › Welding › Flux-Cored Arc Welding (FCAW) › Lesson 3
BLD-WELD01-05 · Lesson 3 · 12 clock hours · lab

Flat and Horizontal Fillet Welds (1F and 2F)

Objective. Students will produce single-pass and multi-pass fillet welds on tee joints in the 1F and 2F positions that meet AWS D1.1 Table 6.1 visual acceptance criteria for size, uniformity, undercut, and overlap.

Flat and Horizontal Fillet Welds (1F and 2F) with FCAW

Flux-cored arc welding (FCAW) is one of the most productive processes used in structural steel fabrication and construction. In this lab you will produce fillet welds on tee joints in the 1F (flat) and 2F (horizontal) positions using E71T-1C wire and a 75% Ar / 25% CO₂ shielding gas mix. Every weld you submit must meet the visual acceptance criteria in AWS D1.1 Table 6.1.

Joint Setup and Fit-Up

A tee joint is formed by standing one plate on edge at 90° to a base plate. Tack-weld both ends to hold that square angle before welding. Poor fit-up — gaps larger than 1/16 in. at the root — forces you to compensate with travel speed and can produce undersized or convex beads. Check fit-up with a square before you strike an arc.

For the 1F position, rotate the tee joint so the weld axis is flat and the joint bisector points straight up — you are welding into the valley at roughly 45° to both plate faces. For the 2F position, one plate is vertical and one is horizontal; gravity pulls the puddle toward the horizontal plate, which is the main challenge of this position.

Gun Angles

Correct gun angles are critical to weld quality and are tested in every structural welding credential.

Travel Speed and Bead Technique

Travel speed controls leg size and bead profile. Move too fast and you get an undersized, convex bead; too slow and you get an oversized, flat bead with potential overlap at the toes. For a 5/16 in. fillet weld on 3/8 in. A36 plate, maintain a steady pace that keeps the puddle about 3/8 in. behind the arc. Watch the trailing edge of the puddle — that is where leg size is set.

Stringer beads are narrow passes made without side-to-side motion. They penetrate well and are preferred for root passes and single-pass fillets on thinner material. Weave beads use a controlled side-to-side motion to fill a wider groove in fewer passes; pause slightly at each toe to avoid undercut. For multi-pass 5/16 in. fillets, a single stringer is often sufficient; heavier welds may use a root stringer followed by one or more cover passes.

E71T-1C Wire and Shielding Gas

The E71T-1C classification tells you the electrode is flux-cored (E), rated at 70 ksi minimum tensile strength (7), all-position capable (1), flux-cored tubular (T), designed for 75%Ar/25%CO₂ shielding gas (C suffix). Always verify the shielding gas on the wire's data sheet. Check the cylinder label before connecting. Set gas flow per the manufacturer — typically in the range of 35–45 CFH for this wire diameter in a shop environment. Protect the arc from drafts; wind can strip shielding gas and introduce porosity.

Slag Removal Between Passes

FCAW produces a slag layer that must be completely removed before depositing the next pass. Slag inclusions trapped between passes are a rejectable discontinuity under D1.1. Use your chipping hammer to crack the slag, then clean with a wire brush. Wear your safety glasses — flying slag chips cause eye injuries. If the slag is hard to remove, the interpass area may be too cold or the bead is too convex; adjust technique.

AWS D1.1 Table 6.1 Visual Acceptance Criteria

For each coupon you submit, the instructor will check four criteria:

1. Weld size: The fillet must be at least the specified size (no undersize allowed; up to +1/4 in. over is acceptable).

2. Undercut: Maximum depth at the weld toe is 1/32 in. Undercut weakens the base metal and is a stress riser.

3. Overlap: The weld face must not roll over onto the base metal without fusion. Any visible overlap is rejectable — zero tolerance.

4. Uniform ripple: The bead surface must show reasonably consistent ripple pattern, indicating steady travel speed and arc control.

Measure fillet leg size with a fillet weld gauge (convex gauge). Place both legs of the gauge against the plate faces; the scale reads the theoretical throat and leg size simultaneously.

Peer Inspection Protocol

During the peer inspection session, treat your partner's coupon as if it were a real production weld. Record actual measured values — not just pass/fail — on the inspection form, and sign it with your name as inspector. This mirrors industry quality-control practice and is a skill assessed in the AWS SENSE and NCCER programs.

Safety in the FCAW Lab

Key terms10

1F positionFlat fillet weld position; the tee joint is rotated so the weld axis is horizontal and the joint bisector points vertically upward, allowing the welder to work downhand into the valley.
2F positionHorizontal fillet weld position; one member of the tee joint is vertical and the other is horizontal, requiring the welder to fight gravity pulling the puddle onto the lower plate.
Work angleThe angle between the electrode and the workpiece surface measured perpendicular to the direction of travel; for fillet welds on tee joints it should be 45° to bisect both plate faces equally.
Travel angle (drag)The tilt of the gun along the direction of travel; a 5–15° drag angle means the gun is tilted back, opposite to travel direction, to keep the arc ahead of the slag and improve visibility of the puddle.
E71T-1CAWS classification for a flux-cored electrode: 70 ksi minimum tensile strength, all-position, tubular flux-cored design, formulated for use with 75% Ar / 25% CO₂ shielding gas.
UndercutA groove melted into the base metal at the weld toe that is not filled by weld metal; AWS D1.1 limits undercut depth to 1/32 in. maximum for structural welds.
OverlapA condition where weld metal rolls over the base metal surface at the toe without fusion; it is a rejectable discontinuity with zero tolerance under AWS D1.1 visual criteria.
Fillet weld gaugeA calibrated tool used to measure the leg size and theoretical throat of a fillet weld; the convex-type gauge is placed against both plate faces to read size directly.
Stringer beadA weld pass made with little or no transverse weaving motion; provides good penetration and is preferred for root passes and single-pass fillets.
Slag inclusionNon-metallic flux residue trapped within the weld metal when slag is not fully removed between passes; a rejectable internal discontinuity under D1.1.

Worked examples4

1. Your fillet weld gauge reads a leg size of 0.280 in. on a weld specified as 5/16 in. (0.3125 in.). Does this weld meet AWS D1.1 Table 6.1 size requirements?
  1. Step 1 – Convert the specified size to decimal: 5/16 in. = 5 ÷ 16 = 0.3125 in.
  2. Step 2 – Identify the acceptance range: AWS D1.1 Table 6.1 requires the fillet to be no smaller than the specified size (minimum = 0.3125 in.) and allows up to +1/4 in. (0.25 in.) over, so maximum = 0.3125 + 0.25 = 0.5625 in.
  3. Step 3 – Compare the measured value: 0.280 in. < 0.3125 in. minimum.
  4. Step 4 – Conclusion: The weld is undersized by 0.3125 – 0.280 = 0.0325 in. and does NOT meet the size criterion. The coupon is rejected.
Answer: The 0.280 in. leg is undersized (below the 0.3125 in. minimum); the weld fails the size criterion and must be repaired by adding weld metal.
2. You measure undercut at the weld toe with an undercut gauge and get a reading of 0.040 in. The allowable maximum under AWS D1.1 Table 6.1 is 1/32 in. Does the weld pass?
  1. Step 1 – Convert the AWS limit to decimal: 1/32 in. = 1 ÷ 32 = 0.03125 in.
  2. Step 2 – Compare measured value to limit: 0.040 in. measured vs. 0.03125 in. allowed.
  3. Step 3 – Determine result: 0.040 in. > 0.03125 in.; the undercut exceeds the limit.
Answer: 0.040 in. of undercut exceeds the 1/32 in. (0.03125 in.) maximum; the weld fails the undercut criterion and must be repaired.
3. A 2F tee joint requires a 3/8 in. fillet weld (two passes). The first pass measures 3/16 in. How much additional leg size must the second pass add to reach the minimum 3/8 in. specified leg?
  1. Step 1 – Convert both dimensions to decimal: specified = 3/8 in. = 0.375 in.; first pass = 3/16 in. = 0.1875 in.
  2. Step 2 – Subtract first-pass leg from required leg: 0.375 – 0.1875 = 0.1875 in. additional leg needed.
  3. Step 3 – Convert back to fractions for easy gauge reading: 0.1875 in. = 3/16 in.
  4. Step 4 – Note that the cover pass must also blend to both toes without creating overlap or undercut.
Answer: The second pass must add at least 3/16 in. (0.1875 in.) of leg size to bring the total fillet to the required 3/8 in. minimum.
4. You have six tee-joint assemblies to produce: three 1F and three 2F. Each assembly requires two plates, each 3/8 in. x 3 in. x 6 in. How many plates in total do you need to prepare?
  1. Step 1 – Identify plates per assembly: one tee joint needs 2 plates (one base, one upright member).
  2. Step 2 – Calculate total assemblies: 3 (1F) + 3 (2F) = 6 assemblies.
  3. Step 3 – Multiply: 6 assemblies × 2 plates each = 12 plates total.
Answer: You need 12 plates total (twelve pieces of 3/8 in. x 3 in. x 6 in. A36 plate).

The math in this lesson2

Learners compare decimal leg and undercut readings to fractional code limits and count plates needed for six assemblies.
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Brush up in the math halls at newSchoolWorks.com:
In class: Instructor demonstrates gun angle (work angle 45°, travel angle 5–15° drag), travel speed control, and weave vs. stringer bead technique for a 5/16 in. fillet weld; students observe arc characteristics and slag behavior. · Students produce a minimum of six tee joint assemblies (three 1F, three 2F) using E71T-1C wire, cleaning slag between passes with a chipping hammer and wire brush and self-inspecting each bead against a fillet weld gauge set before the next pass. · Peer inspection session: each student inspects a partner's 2F coupon using a fillet gauge, straightedge, and undercut gauge, records findings on a standardized visual inspection form, and signs the form as the inspector.
Materials: CV power source, wire feeder, E71T-1C .045 in. wire, 75%Ar/25%CO2, 3/8 in. x 3 in. x 6 in. A36 plate for tee joints, fillet weld gauges, AWS D1.1 Table 6.1 acceptance criteria reference card, chipping hammer, wire brush, angle grinder with flap disc, auto-darkening helmet shade 10, leather PPE
Check: Three tee joint fillet welds (minimum one 1F, one 2F) visually inspected by instructor against AWS D1.1 Table 6.1; all four criteria (size within +1/4 in. -0, undercut ≤1/32 in., no overlap, uniform ripple) must pass; 100% pass required on submitted coupons.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

FCAW process and technique
1. When welding a 2F horizontal fillet weld on a tee joint with FCAW, what is the correct work angle of the gun relative to the plate faces?
Welding consumables and materials
2. The 'C' suffix in the electrode classification E71T-1C indicates that the electrode is designed for use with:
AWS D1.1 code and inspection
3. According to AWS D1.1 Table 6.1 visual acceptance criteria, the maximum allowable undercut depth at the toe of a structural fillet weld is:
AWS D1.1 code and inspection
4. A student's 1F fillet weld gauge reading shows a leg of 3/8 in. on a weld specified as 5/16 in. Which statement is correct under AWS D1.1 visual criteria?
Weld quality and discontinuities
5. What is the primary hazard if slag is not completely removed from a fillet weld before depositing the next pass in a multi-pass sequence?
FCAW process and technique
6. Which travel angle technique is recommended for FCAW fillet welds to keep the arc ahead of the slag pool?
AWS D1.1 code and inspection
7. During a peer inspection of a 2F fillet weld, a student notices the weld metal has rolled over the toe of the horizontal plate without apparent fusion. This condition is called:
Welding positions and technique
8. A welder must produce a 5/16 in. fillet weld in the 2F position. Gravity tends to pull the molten puddle downward. Which technique best counters puddle sag in the 2F position?
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