BLD-WELD01-03 · Lesson 5 · 16 clock hours · lab
Fillet Welds in Multiple Positions (2F, 3F, 4F) and Discontinuity Analysis
Objective. Students produce T-joint fillet welds meeting AWS D1.1 visual acceptance criteria in horizontal (2F), vertical-up (3F), and overhead (4F) positions using E6010 or E7018, and correctly identify at least four weld discontinuities by type and probable cause.
Fillet Welds in Multiple Positions (2F, 3F, 4F) and Discontinuity Analysis
Why Multiple Positions Matter
Structural steel work rarely lets you choose a comfortable position. A connection may sit at floor level (horizontal), run up a column (vertical), or hide under a beam flange (overhead). AWS D1.1, the structural welding code for steel, qualifies a welder to the most difficult position tested — so earning the overhead position means you are qualified for horizontal and flat as well. Mastering all three fillet-weld positions before your certification test gives you both the skill and the confidence employers expect.
Position Definitions
2F – Horizontal fillet weld. The T-joint stands upright; the weld axis runs horizontally; the face of the weld points sideways. Gravity pulls molten metal downward toward the base plate, causing overlap if the arc is not controlled. Keep travel angle 5–15° drag and aim the electrode at the root, not the vertical member.
3F – Vertical fillet weld. The joint is upright and you weld up (vertical-up). Welding upward gives better fusion and higher deposition than welding downward and is required by AWS D1.1 for structural applications unless the procedure qualification specifies otherwise. Use a whip-and-pause or slight triangular weave motion to let each small weld pool solidify before advancing upward, preventing a sagging bead.
4F – Overhead fillet weld. You weld from underneath while the joint is above your head. The pool hangs against gravity. Keep amperage at the lower end of the electrode's range, use a tight arc, and move steadily. A circular or slight side-to-side motion helps tie in both toes without letting the pool grow large enough to drip.
Electrode Selection and Rod Oven Use
E6010 is a cellulosic, fast-freeze electrode that produces a stiff arc and quick-solidifying slag — ideal for out-of-position work and a common choice for root passes. It runs on DC+ (DCEP) only.
E7018 is a low-hydrogen iron-powder electrode. It delivers excellent mechanical properties and clean, convex beads, but it must be stored in a rod oven at the manufacturer's specified temperature (typically 250–300 °F) and used within four hours of removal from the oven. Moisture absorbed by the coating causes hydrogen-induced cracking. Never leave E7018 lying on the bench overnight. Check the oven temperature log at the start of every shift — this is a safety and quality control step.
AWS D1.1 Visual Acceptance Criteria for Fillet Welds
For structural fillet welds, AWS D1.1 requires that all welds be visually inspected before other NDE methods. Key acceptance limits include:
- Fusion: The weld must fuse completely to both base members at the root and along both toes.
- Undercut: Undercut at the weld toe must not exceed 1/32 in. (1 mm) for most structural applications.
- Overlap: Overlap (cold lap) is not acceptable — no cold overlap of the weld metal onto the base metal.
- Size (convexity/concavity): The fillet weld leg size must meet the specified minimum; excessive convexity wastes weld metal and creates stress concentration at the toes.
- Crater fill: All craters must be filled to the full cross section of the weld before the arc is broken.
Always check the actual D1.1 edition in use at your site, because code editions are updated periodically.
Common Discontinuities: Types and Causes
A discontinuity is any interruption in the typical structure of a weld. A defect is a discontinuity that fails the acceptance standard. Learn both the appearance and the fix:
| Discontinuity | Typical Appearance | Probable Cause |
|---|---|---|
| Undercut | Groove along the weld toe | Too high amperage, wrong angle, too fast |
| Overlap (cold lap) | Weld metal rolled onto base metal without fusing | Too low amperage, too slow travel |
| Porosity | Round or elongated holes in the weld face or cross-section | Moisture, contamination, too long an arc |
| Incomplete fusion | Unfused layer between passes or at root | Low heat input, poor electrode angle, contamination |
| Excessive convexity | Bead crown too high relative to leg size | Too low amperage, too slow travel |
| Crater crack | Star crack at the bead end | Abrupt arc break; fix by filling the crater before breaking the arc |
Macro-Etch Examination
Cutting a fillet coupon cross-section and etching it with diluted acid (instructor-only operation — wear chemical splash goggles, acid-resistant gloves, and a face shield; work under ventilation) reveals the actual weld throat, leg lengths, root penetration, and any subsurface lack of fusion or porosity invisible from the surface. The theoretical throat of a 45° equal-leg fillet weld is 0.707 × the leg size. Measuring the actual throat on the etched section tells you whether your technique delivered adequate strength.
Safety Reminders for This Lab
- Inspect and test your electrode holder, work lead, and machine before energizing. Report damaged insulation immediately.
- Don an auto-darkening helmet (minimum shade 10 for 1/8 in. electrodes), leather welding gloves, a leather welding jacket or sleeves, safety glasses under the helmet, and leather boots.
- Overhead welding presents extra spatter hazard: button up your collar, tape jacket cuffs, and wear a welding cap under the helmet.
- Ensure the rod oven is plugged in and at temperature before the session; confirm with the instructor before pulling E7018.
- Follow lockout/tagout procedures on the SMAW power source before changing leads or performing any maintenance.
- Confirm ventilation or local exhaust ventilation is operating before striking an arc — welding fume is a serious inhalation hazard.
- Allow coupons to cool or use tongs before handling — hot metal looks identical to cool metal.
Key terms10
2F positionHorizontal fillet weld position: the T-joint stands upright and the weld is deposited along a horizontal axis with the face pointing sideways.
3F positionVertical fillet weld position: the weld axis runs vertically; AWS D1.1 structural work requires progression upward (vertical-up) unless the WPS states otherwise.
4F positionOverhead fillet weld position: the joint is above the welder and the weld is deposited upward against gravity.
UndercutA groove melted into the base metal at the weld toe that is not filled by weld metal; caused by excessive heat or incorrect electrode angle.
Overlap (cold lap)Weld metal that flows over the base metal surface without fusing to it; caused by insufficient heat input or excessively slow travel speed.
PorosityGas pockets trapped in the solidified weld metal; commonly caused by moisture on the electrode, base metal contamination, or too long an arc.
Theoretical throatFor an equal-leg fillet weld, the perpendicular distance from the root to the hypotenuse of the weld triangle, equal to 0.707 times the leg size.
Crater crackA crack that forms at the end of a weld bead when the arc is broken abruptly, leaving a shrinkage void; prevented by filling the crater before breaking the arc.
DiscontinuityAny interruption in the uniform structure of a weld. It becomes a defect only when it exceeds the acceptance criteria of the applicable code.
Macro-etchA procedure in which a cross-section of a weld coupon is polished and treated with diluted acid to reveal the weld profile, throat, legs, and internal discontinuities.
Worked examples4
1. Calculate the theoretical throat of a 3/8 in. equal-leg fillet weld.
- Recall the formula: theoretical throat = 0.707 × leg size.
- Substitute the leg size: 0.707 × 0.375 in.
- Multiply: 0.707 × 0.375 = 0.265 in.
Answer: The theoretical throat is approximately 0.265 in. (roughly 17/64 in.).
2. A fillet weld specification calls for a 5/16 in. leg. After macro-etching, you measure the actual leg on the vertical member as 5/16 in. and on the horizontal member as 1/4 in. Does the weld meet the minimum leg size requirement?
- The required leg size is 5/16 in. (0.3125 in.) on both members.
- The horizontal member leg measures 1/4 in. (0.250 in.), which is less than 0.3125 in.
- Compare: 0.250 in. < 0.3125 in. — the horizontal leg is undersized.
Answer: No. The weld does not meet the requirement because the horizontal-member leg (1/4 in.) is less than the specified 5/16 in. The coupon would be rejected or require additional weld reinforcement.
3. Your weld gauge measures the convexity of a fillet weld bead. The weld leg is 3/8 in. AWS D1.1 limits convexity to 1/16 in. for welds with a face width greater than 5/16 in. The gauge reads 3/32 in. of convexity. Does the bead pass?
- The face width is 3/8 in. (0.375 in.), which is greater than 5/16 in. (0.3125 in.), so the 1/16 in. (0.0625 in.) convexity limit applies.
- Measured convexity is 3/32 in. = 0.09375 in.
- Compare: 0.09375 in. > 0.0625 in. — the convexity exceeds the limit.
Answer: No. The weld fails the convexity check. The bead crown must be reduced; excessive convexity indicates too slow a travel speed or too low amperage and creates a stress-concentration notch at the toes.
4. You have two T-joint coupons. Coupon A has a 1/4 in. fillet leg; Coupon B has a 3/8 in. fillet leg. Calculate and compare the theoretical throats of both welds.
- Coupon A throat: 0.707 × 0.250 in. = 0.177 in.
- Coupon B throat: 0.707 × 0.375 in. = 0.265 in.
- Difference in throat: 0.265 in. − 0.177 in. = 0.088 in.
Answer: Coupon A has a theoretical throat of approximately 0.177 in.; Coupon B has approximately 0.265 in. — a difference of about 0.088 in. Increasing the leg size by 1/8 in. increases the throat by about 0.088 in., directly increasing the weld's load-carrying capacity.
The math in this lesson2
Learners compute fillet throat as 0.707 × leg and compare measured legs and convexity to code limits.
N-Q.3G-SRT.8
In class: Position progression drill: students complete a minimum of two T-joint coupons in each position (2F, 3F, 4F) using instructor-specified electrode and amperage settings, adjusting technique (whip-and-pause for vertical, circular weave for overhead) based on weld appearance. · Discontinuity ID exercise: instructor pre-welds six coupons containing deliberate discontinuities (undercut, overlap, porosity, incomplete fusion, excessive convexity, crater crack); student pairs examine each coupon with a magnifier and weld gauge, record the discontinuity type and the likely procedural cause, and compare findings to the AWS D1.1 acceptance table. · Coupon cross-section macro: instructor cuts one student-produced fillet coupon with an abrasive saw, etches the cross-section with diluted acid under controlled conditions, and the class sketches the weld profile, identifying the throat, leg, and any subsurface discontinuities.
Materials: SMAW power source, E6010 (1/8 in.) and E7018 (1/8 in.) electrodes, rod oven, 3/8 in. A36 carbon steel T-joint coupons, abrasive chop saw, etchant kit (used by instructor only), magnifying glass, weld gauge, lab log, AWS D1.1 visual and dimensional acceptance criteria reference.
Check: Each position (2F, 3F, 4F) is graded on a five-criteria rubric (fusion, undercut, overlap, convexity/concavity, crater fill); students must meet all five criteria in at least two of the three positions. Discontinuity ID worksheet must score 75% or higher.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
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