TRN-AUTO25-04 · Lesson 5 · 20 clock hours · lab
MIG Butt Welds and Panel Sectioning Joints
Objective. Students will fit and MIG-weld a butt joint on 18-gauge steel with a gap of 1/16 in. or less and produce a weld bead that passes visual inspection and remains intact after a 90-degree bend test.
⚠ Pending professional review
This lesson, its worked examples and its practice questions has not yet been verified by a certified examiner or master technician in the trade or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.
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MIG Butt Welds and Panel Sectioning Joints
Replacing a damaged section of a body panel — rather than the entire panel — saves labor time and material cost. Done correctly, a sectioned repair is invisible and structurally sound. Done incorrectly, it can fail in a subsequent collision, corrode prematurely, or hide behind filler until the problem surfaces. This lesson teaches you to lay out a section cut and produce a MIG butt weld that meets I-CAR quality standards.
Why Location Matters for Sectioning Cuts
You never cut just anywhere. Factory welds (spot welds, seam welds) and reinforced zones — pillars, rocker flanges, structural rails — are engineered to carry crash loads. Cutting through them weakens the repair and violates I-CAR sectioning guidelines. Choose a cut location on a flat, single-layer area of the panel, away from factory welds by a safe margin described in the vehicle-specific or I-CAR guidelines for that panel type. Mark the cut line with a marker or chalk before any metal is removed.
Setting Up the Joint
For a butt weld on automotive sheet metal, gap control is everything. The target gap on 18-gauge (approximately 0.048 in.) mild steel is 1/16 in. or less. Too wide a gap lets the arc burn through; too tight a gap traps contamination and causes incomplete fusion.
Use a welding fixture or magnetic clamps to hold both pieces flat and co-planar. Check that the panel surfaces are clean: grind or sand mill scale, primer, and paint back about 1 in. from the cut edge on both faces. Contamination causes porosity, which weakens the weld.
Tacking the Joint
Before running a continuous bead, tack-weld the joint at each end and at the midpoint. Tacks hold the gap consistent as heat causes the metal to move. Let each tack cool to hand-touch temperature (roughly 100 °F) before adding the next one. If the panel distorts between tacks, use a body hammer to gently pull it back before proceeding.
Stitch Welding to Manage Heat
Continuous welding on thin automotive sheet metal almost always causes warping and burn-through. The stitch (or skip) technique keeps cumulative heat low:
1. Run a short weld bead — roughly 3/4 in. to 1 in. — then stop.
2. Move to the opposite end of the joint or an unwelded section.
3. Allow the metal to cool before returning to fill in the next segment.
4. Continue skipping and alternating until the joint is fully filled.
Travel speed must be consistent. Slowing down dumps more heat and widens the bead; speeding up produces a narrow, convex bead with poor tie-in. Hold the gun at a push or slight drag angle of about 5–15 degrees and keep the contact-tip-to-work distance (CTWD) steady, typically 3/8 to 1/2 in. for short-circuit transfer on sheet metal.
Visual Inspection Criteria
After welding and wire-brushing the bead, inspect against the I-CAR checklist:
- Undercut must not exceed 10% of the base metal thickness. On 18-gauge steel (~0.048 in.), that is approximately 0.005 in. of allowable undercut groove along the bead edge.
- Porosity — surface pits or holes — must not be visible. Any porosity requires grinding and re-welding.
- Bead width should be consistent along the full length. Wide-and-narrow variation signals inconsistent travel speed or arc length.
- The bead must fully fuse both panel edges with no gaps or cold-lap.
The 90-Degree Bend Test
The bend test checks internal fusion that the eye cannot see. Clamp the welded coupon in a vise with the weld seam centered over a mandrel of 1T radius (radius equal to one times the material thickness). Strike the free end with a hammer until the coupon bends to 90 degrees. Examine the weld: zero cracks allowed. A crack means incomplete fusion, cold lap, or excessive porosity and the coupon fails. Photograph the tested coupon and record the result in your lab log before moving on.
Safety
PPE is non-negotiable in the welding lab:
- Auto-darkening or fixed-shade welding helmet (shade 9–11 for MIG on sheet metal — confirm with your machine manufacturer's guidance).
- Leather welding gloves and a leather welding jacket or flame-resistant sleeves.
- Safety glasses under the helmet at all times — spatter can enter from the sides.
- Hearing protection when using angle grinders, body saws, or cut-off wheels.
- Respirator or powered air-purifying respirator (PAPR) appropriate for welding fume when ventilation is insufficient; galvanized or coated steel requires heightened respiratory protection.
Angle grinders and cut-off wheels: inspect the wheel for cracks before mounting. Use the guard. Never exceed the wheel's rated RPM. Keep bystanders out of the plane of the wheel.
Hot metal: weld coupons stay hot long after the arc stops. Use pliers or welding gloves to handle them. Mark hot metal with soapstone so others do not grab it.
Housekeeping: keep cables, grinder cords, and scrap metal organized. A trip in the welding lab can mean contact with a live electrode or a hot part.
Key terms8
Butt jointA weld joint where two pieces of metal are placed edge-to-edge in the same plane and joined along the seam.
Stitch weldingA technique of running short, alternating weld beads with cooling intervals between them to limit heat buildup and distortion in thin sheet metal.
UndercutA groove melted into the base metal along the edge of a weld bead that is not filled by weld metal, reducing the effective thickness of the base material.
PorosityVoids or pits in a weld bead caused by gas trapped during solidification, typically from contamination or improper shielding gas coverage.
Panel sectioningThe repair procedure of cutting out a damaged section of a body panel and welding in a new piece at a location selected per industry guidelines, rather than replacing the entire panel.
Tack weldA small, temporary weld placed to hold parts in alignment before the final continuous weld is run.
1T bend radiusA bend test mandrel radius equal to one times the material thickness; used to stress the weld and reveal incomplete fusion or cracking.
Contact-tip-to-work distance (CTWD)The distance from the end of the MIG gun contact tip to the surface of the base metal; controlling CTWD keeps arc voltage and wire feed consistent.
Worked examples3
1. Calculate the maximum allowable undercut depth for an 18-gauge mild steel panel (thickness approximately 0.048 in.) using the I-CAR limit of 10% of base metal thickness.
- Identify base metal thickness: 18-gauge mild steel ≈ 0.048 in.
- Apply the 10% rule: 0.048 in. × 0.10 = 0.0048 in.
- Round to practical precision: maximum allowable undercut ≈ 0.005 in.
Answer: The weld may have no more than approximately 0.005 in. of undercut depth along its edges to pass inspection.
2. You are fitting two 18-gauge panels in a fixture. The gap measures 3/32 in. on your ruler. Does this meet the 1/16 in. maximum gap requirement, and by how much is it over or under?
- Convert both values to the same fraction denominator. 1/16 in. = 2/32 in.; gap = 3/32 in.
- Compare: 3/32 in. > 2/32 in., so the gap exceeds the maximum.
- Calculate the excess: 3/32 − 2/32 = 1/32 in. (approximately 0.031 in.) over the limit.
Answer: The gap does NOT meet the requirement. It is 1/32 in. (about 0.031 in.) too wide and must be closed by re-fitting the panels before welding.
3. You are stitch-welding a 6-inch butt joint using 1-inch beads. To ensure you alternate sides and allow cooling, how many individual stitch beads are needed to complete the joint, and what is the weld-to-skip pattern?
- Total joint length = 6 in.; each bead covers 1 in.
- Number of beads needed = 6 in. ÷ 1 in. per bead = 6 beads.
- Pattern: place bead 1 at the left end (inches 0–1), bead 2 at the right end (inches 5–6), bead 3 in the left-center area (inches 1–2), bead 4 in the right-center area (inches 4–5), bead 5 at inches 2–3, bead 6 at inches 3–4, allowing cooling between each.
Answer: Six 1-inch stitch beads are needed. Alternate from one end to the other, allowing the metal to cool to near hand-touch temperature between beads, to minimize cumulative heat distortion.
The math in this lesson2
Learners rewrite 1/16 inch as 2/32 to compare a 3/32-inch butt-weld gap to the limit.
5.NF.17.RP.3
In class: Instructor demonstrates panel sectioning layout using a body saw and cut-off wheel, emphasizing location selection away from factory welds and factory-reinforced zones, per I-CAR sectioning guidelines; students mark a practice panel. · Students cut two 18-gauge panels, fit them in a fixture with correct gap, tack at each end and midpoint, then complete a continuous butt weld using stitch technique to manage heat distortion; instructor monitors heat and gun travel. · Students perform a 90-degree guided bend test by clamping the welded coupon in a vise and bending with a hammer over a mandrel; the weld must show no cracking to pass, and results are photographed and entered in the lab log.
Materials: MIG welders, 18-ga mild steel panels, body saw, cut-off wheel and angle grinder, welding fixture or magnetic clamps, vise, bend-test mandrel (1T radius), camera or smartphone for documentation, lab log forms, I-CAR Sectioning Guidelines reference
Check: Visual inspection of completed butt weld against I-CAR checklist (no undercut exceeding 10% of base thickness, no porosity visible, consistent bead width); bend test must show zero cracks across the weld—both criteria required to pass.
Practice check8
Answer each question, then check it. Nothing is recorded; this is your own practice.
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