Key takeaways
- Weld diameter should be set at 5√t mm, so a 1.2 mm CRCA panel needs a 5.5 mm weld; anything under 3.5 mm is a tack, not a structural joint.
- Keep the first spot at least 1.25 weld diameters from a free edge and the pitch above 16t, or current shunts through the previous weld and the second joint under-sizes.
- Galvanised sheet needs 15–25% more current and wears electrodes two to three times faster than bare CRCA, which changes both the schedule and the tip dress interval.
- Prove the schedule by peel or chisel test at first-off and every 50th panel; a spot that looks right on the outside can have a 2 mm nugget inside.
A 1.2 mm CRCA enclosure panel with 40 spots along a return flange will fail at the first spot, not the fortieth. The first one sits 6 mm from the free edge, the electrode squeezes the metal outward, and the weld that forms is 2.8 mm across instead of the 5.5 mm the joint needs. The panel passes a visual check, ships, and splits at the edge when the enclosure is lifted by its side wall.
Spot welding for panels and enclosures is a geometry problem before it is a machine setting. The nugget has to be big enough to carry the shear load, the metal around it has to be wide enough to contain the nugget without tearing, and the current path has to reach the interface rather than short-circuit through the last weld. Get those three right and the schedule is a table lookup. Get them wrong and no amount of current will save the joint.
The bending and welded assemblies hub covers the rest of this cluster, from enclosure design to the tolerance stack after welding.
What decides a spot weld before the machine does
Resistance spot welding passes a current through two electrodes, through the sheet stack, and back. The resistance at the sheet-to-sheet interface is the highest in the circuit, so that is where the heat concentrates. The nugget forms there, grows outward until the current is switched off, and is then forged by the electrode force while it cools. It is a forging operation with a fusion stage, not an arc weld.
Three variables set the nugget: current in kA, electrode force in kN, and weld time in cycles. They are not independent. Raising current without raising force expels molten metal as a splash. Raising force without current simply embosses the panel. The schedule is a matched set, and it is proved by tearing a sample apart, not by looking at the outside of the weld.
The first geometric limit is edge distance. The weld grows radially, and if it reaches the free edge the metal has nowhere to go. It tears, and the tear is a stress riser that propagates under vibration. ISO 14373:2024 sets the minimum at 1.25 × the weld diameter, and on 1.2 mm sheet that is 6.9 mm, so a shop floor of 8 mm gives a margin. On 0.8 mm sheet the standard figure falls to 5.6 mm and the 8 mm floor governs outright.
The second is spot pitch. Current follows the path of least resistance, and a solidified weld is a copper-rich, low-resistance bridge. Weld too close and a share of the current bypasses the new joint. ISO 14373:2024 asks for a pitch greater than 16 × thickness and 3 × weld diameter, which on 1.2 mm sheet is 19.2 mm; below 12 mm the shunt costs 15–25% of the current, and the second weld comes out undersized while the first is re-heated. A 20 mm minimum pitch on structural panels and 25–50 mm on general work keeps the shunt small.
The third is the weld size itself. With truncated-cone electrodes, ISO 14373:2024 sets the set-up weld diameter at 5√t, so 5.5 mm on 1.2 mm sheet and 7.1 mm on 2.0 mm. A 4√t weld is a real option — it carries about 4.6 kN in 1.2 mm steel against 5.4 kN at 5√t — but it has to be a design decision, not a drift caused by a worn tip.
The numbers that decide a spot weld
| Parameter | Typical value | Ganesh limit or note |
|---|---|---|
| Sheet thickness per spot | 0.6–3.0 mm | 0.8–3.0 mm at manual and SPM spot stations; below 0.8 mm tip marking dominates |
| Weld diameter | 5√t mm set-up size | 5.5 mm on 1.2 mm CRCA; 7.1 mm on 2.0 mm |
| Edge distance | ≥ 1.25 × weld diameter | 8 mm minimum below 2 mm; 10 mm preferred on coated sheet |
| Spot pitch | > 16t and > 3 × weld diameter | 20 mm minimum on 1.2 mm sheet; below 12 mm current shunts |
| Electrode force | 2.0–4.0 kN at 1.2 mm | 4.5 kN at 2.0 mm; force set before current |
| Weld current | 8–12 kA at 1.2 mm | +15–25% on galvanised; schedule proved by peel test |
| Weld time | 6–12 cycles at 50 Hz | 120–240 ms; shorter on coated, longer on 3 mm |
| Electrode face | 5–6 mm diameter, Class 2 Cu-Cr-Zr | Dressed every 300 welds; replaced at 6.5 mm face |
| Shear strength per spot | 5.4 kN at 5.5 mm in 1.2 mm | Used for joint count, not for a guarantee |
| Inspection | Peel or chisel to ISO 10447 | First-off and every 50th panel; section on change of coil |
The 5√t rule is the one to memorise, because it is the set-up size the procedure recognises. It scales with the square root of thickness rather than with thickness, so the weld gets proportionally larger on thin sheet and proportionally smaller on thick sheet. At 0.8 mm the set-up diameter is 4.5 mm; at 3.0 mm it is 8.7 mm. A schedule that produces a 6 mm weld is correct for 1.5 mm sheet and marginal for 3 mm, which is why a single schedule cannot cover a mixed-thickness enclosure.
Where a spot weld beats a continuous seam
A continuous MIG seam on a 1.2 mm panel puts roughly 0.6–1.2 kJ/mm into the joint and pulls the panel as it cools. A row of spots puts a fraction of that heat into the same length, in discrete pulses, and the panel between the spots stays flat. For a cosmetic enclosure side, that difference is the whole argument.
Spot welding also wins on speed. A manual spot station makes a weld in about one second, including the squeeze and hold, and an SPM station can make several at once. A MIG seam at 400 mm/min takes 1.5 minutes per metre before cleaning. On a 600 mm return flange with 20 spots, the spot route is under a minute of arc time and needs no wire, no gas and no spatter removal.
It loses when the joint is loaded in peel rather than shear, when the panel has to be airtight, or when the section is a closed box that the electrode cannot reach from both sides. A spot weld needs access to both faces. A hemmed or tubular section has no second face, and the joint has to move to a plug weld, a rivet or a structural adhesive.
Coated steel, aluminium and the current penalty
Zinc coating changes the electrical and thermal behaviour of the interface. Contact resistance rises, so the same current produces more heat at the surface and less at the steel-to-steel interface. The practical response is 15–25% more current, a slightly shorter weld time, and a higher force to contain the expansion. Electrode life falls from roughly 2,000–3,000 welds on bare CRCA to 700–1,200 on 20 µm galvanised, because the zinc alloys with the copper tip and pits the face.
The coating also has to be repaired. Spot welding burns zinc away in a ring around the nugget, and that ring is the first place to rust on an outdoor enclosure. The repair is a zinc-rich touch-up on the disturbed zone before pretreatment, and it has to be in the routing, not left to the painter.
Aluminium is a different schedule again. Its thermal conductivity is roughly three times that of steel, so heat spreads away from the interface faster than the nugget can form, and its oxide film is an insulator with a melting point above 2,000 °C. Current rises to 20–30 kA, weld times shorten to a few cycles, and electrode life drops to a few hundred welds. Spot welding aluminium is possible and is done in automotive body shops with dedicated equipment. For an enclosure in 2 mm aluminium, a MIG tack-and-seam or a rivet-and-adhesive joint is usually the more stable production route.
Electrode life and the schedule that holds it
The electrode is a consumable and it changes shape as it wears. A new tip has a 5–6 mm face; after 300 welds on coated steel the face has mushroomed to 7 mm, the current density has fallen, and the nugget shrinks. If the schedule is not stepped up or the tip not dressed, the last panel of a shift is welded with a different process from the first.
Two controls keep it stable. Dress the tip on a fixed count, not on appearance, and record the count against the panel serial. Then step the current by 5–8% at each dress interval to compensate for the growing face. On a manual station the operator can feel a worn tip as a softer weld, but feel is not a record, and the panel that fails in service is the one nobody tested.
Electrode force matters as much as current for tip life. Too little force and the tip arcs and pits; too much and the face cold-welds to the zinc and tears on withdrawal. The force should be set with a gauge at the start of the shift, because air-line pressure drifts and a 10% drop in force is enough to turn a good schedule into a splash.
Spot welding for panels and enclosures at Ganesh
Spot welding at Ganesh runs at the manual and SPM stations within a welding department of more than 30 MIG/MAG, spot and special-purpose stations, alongside three CLOOS robotic MIG cells used for repeat arc-welded assemblies. The spot stations are set by schedule card per panel, with the electrode dress count and the current step recorded against the job.
Panels arrive from a 12 kW fibre laser with a 40 ft × 16 ft bed, so the flange that carries the spots is cut straight and the spot positions are laser-marked or drilled from the same nesting file. That matters because a spot row that follows a wavy sheared edge has a variable edge distance, and the first spot to tear is always the one where the edge wandered inward.
Fixtures are designed and built in-house, which lets the spot station locate on the bend and the hole pattern rather than on the outer profile. The route then goes through seven-tank pretreatment and the 18 ft × 14 ft powder booth, with the zinc touch-up on coated stock completed before pretreatment. Customer work in this shape includes enclosure and panel assemblies for Mahindra Powerol and Godrej & Boyce. The welded assemblies capability sets out the station range and the fixture route.
Ganesh has manufactured sheet metal since 1992 across five units in Mumbai (Vasai) and Nagpur, with ISO 9001:2015 and ISO 14001:2015 certification. PPAP and first article inspection are available, and a first article for a spot-welded panel includes a peel record and a nugget measurement, not only dimensions.
What to put on the drawing
- Material grade, thickness and the tolerance on thickness, because the schedule is set from the thinnest sheet in the stack.
- Coating type and thickness, including whether the weld is made through the coating.
- Spot positions with a pitch dimension and an edge distance, not a count.
- Nugget diameter or shear strength requirement, referenced to ISO 14373 for the procedure and ISO 14273 for the shear test.
- Which face must remain mark-free, so the electrode side is chosen before the fixture is built.
- Weld access from both sides, with the electrode clearance called out on the section view.
- Any joint that must be airtight, because a spot row is not a seal and needs a mastic bead.
- The inspection method and frequency, referenced to ISO 10447 for peel and chisel testing.
The enclosure welding guide covers how a spot-welded panel becomes a coated assembly, and the welded assembly tolerance guide sets out what the joint does to the frame dimensions after welding. The RFQ checklist lists the fields a spot-welded panel quotation needs before the schedule can be priced.
When spot welding is the wrong joint
Spot welding is wrong when the joint has to be airtight, when the section is closed and the second electrode cannot reach the far face, when the panel is loaded in peel, or when the sheet is thinner than 0.8 mm and the electrode mark would show through a Class A paint finish.
It is also wrong when the assembly is aluminium and the annual volume is low. The current and tip-life penalty makes a MIG tack-and-seam or a rivet-and-adhesive joint more predictable at low volume, even though the spot route is faster at automotive volumes.
Send the panel drawing with the material, coating, thickness and joint detail. The engineering team will return the spot schedule, the electrode plan, the fixture concept and the inspection method, with the nugget size and edge distance checked against the actual stack rather than the nominal sheet.
Frequently asked questions
How many spot welds does an enclosure panel need?
Space spots at 25–50 mm along the joint, so a 600 mm return flange takes 12–24 spots. Structural joints go to the tight end of that range; cosmetic panels can use 50 mm because the load is carried by the flange, not the weld.
Can you spot weld galvanised sheet without removing the zinc?
Yes, but the schedule changes. Zinc has higher contact resistance and a lower melting point, so current rises 15–25%, weld time shortens slightly, and electrode tips wear two to three times faster. Weld through the coating and touch up the disturbed zone afterwards.
What is the minimum distance from a spot weld to a bend?
Keep the nugget clear of the bend using the hole-to-bend rule R + V/2 + t. That is 12 mm on 2 mm sheet with a 2 mm inside radius on a 16 mm V-die, and the electrode footprint should never cross the radius. A spot inside the bend zone distorts the angle and leaves a mark that shows through powder coating.
Is spot welding strong enough for a load-bearing enclosure?
For shear-loaded panels, yes. A 5.5 mm weld in 1.2 mm mild steel carries about 5.4 kN in shear before it pulls out. For peel or fatigue loading, use a continuous MIG seam or a structural adhesive alongside the spots.
Why does the second spot in a pair come out weak?
Current takes the path of least resistance, and the first nugget is a copper-rich shortcut. At a pitch below about 12 mm, 15–25% of the current bypasses the second joint. Increase the pitch or add a current step.
Sources
- ISO 14373:2024 — Resistance welding: procedure for spot welding of uncoated and coated low-carbon steels · 3 Nov 2026
- ISO 2553:2019 — Welding and allied processes: symbolic representation on drawings, including spot weld symbols · 3 Nov 2026
- IS 513 — Cold reduced carbon steel sheets and strips, the material behind the CRCA panels described here · 3 Nov 2026
Have a panel drawing with spot welds on it?
Send the drawing with material, coating, thickness and the joint detail. We return the weld schedule, the electrode plan and the inspection method.
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