MIG Basics: The Complete Beginner’s Guide to MIG Welding (Setup, Settings & Technique)
Learn MIG basics from scratch: how GMAW works, machine setup, wire and gas choices, transfer modes, technique, troubleshooting…
READ ARTICLE →MIG welding produces welds that are as strong as — and often stronger than — the base metal itself when done correctly. The joint’s real strength depends on technique, preparation, and settings far more than on any inherent property of the process.
There is a moment every serious welder remembers: the first time someone trusts your weld with something that could hurt them.
For me it was a garden gate — heavy wrought iron, freshly welded hinges, and my father-in-law standing on the other side, swinging the whole thing open and closed like he was testing whether I cared about gravity’s opinion. I could see the gate flex. I could see the exact fillet weld I had run earlier that morning at the corner bracket. And I felt, in that moment, forty years old and suddenly aware that the difference between “this holds” and “this drops a two-hundred-pound gate on someone’s foot” was entirely up to a bead of metal I had laid down myself.
That is the question every beginner carries with them, often unspoken: is my MIG weld actually strong enough? It haunts the guy repairing a trailer hitch, the girl welding a roll cage, the hobbyist hanging a tire swing. And it deserves a real answer — not a slogan.
In this guide we will answer it properly. You will learn what “weld strength” actually means to engineers, the numbers behind a strong weld (yes, there are numbers), the specific factors that decide whether your weld is granite or chalk, how professionals prove a weld is strong through tests you can run yourself, where MIG genuinely excels in comparison to TIG and stick, and the handful of mistakes that quietly turn strong welds weak. By the end, you will be able to look at a weld — your own or anyone’s — and make a confident judgment about whether it will hold.
Short Note: A properly made MIG weld on mild steel typically has a tensile strength at or above the base metal — approximately 60,000–70,000 psi for common ER70S-6 wire on standard structural steel. In engineering terms, this means the joint can be “full strength” if the procedure and penetration are correct.
That number matters because of the way engineers view welds. Joints are not automatically as strong as the parent metal — they are as strong as the weld’s cross-section, fusion, and soundness allow. A MIG weld that fully penetrates a joint, is free of porosity and lack-of-fusion, and uses filler metal of equal or higher grade to the base metal, can achieve a joint efficiency of 100% — meaning the weld is expected to be just as strong as the plate itself.
Important caveat: the correctness of the weld carries the entire weight of that claim. The process is strong. The weld is as strong as the person who made it. We will spend the rest of this article teaching you to build joints that earn that 100%.
Before judging the strength of MIG, understand what the process produces. MIG (Metal Inert Gas welding, or GMAW — Gas Metal Arc Welding) joins metals by melting a continuously fed wire electrode and the base metal together into a single poured-and-frozen puddle.
The crucial detail for strength: the wire is the filler metal. Your weld is literally made from the chemistry of that wire. This is why choosing wire matters — not as a marketing detail, but as a material-property decision. When you buy ER70S-6, the numbers themselves describe a minimum strength guarantee. We will decode those numbers soon.
MIG’s versatility is one of its great strengths — literally serving a wide range of base metals:
| Material | Weldability & Typical Strength Notes |
|---|---|
| Carbon steel (mild) | Excellent; the classic MIG material; high strength with ER70S series wire |
| Stainless steel | Very good with the right wire (ER308L) and gas; strong and corrosion-resistant |
| Aluminum | Good, but demands clean prep, correct wire (4043/5356), and heat control |
| Alloy steels | Good with matched filler; some require preheat and special procedure |
| Copper, nickel, magnesium alloys | Possible with appropriate fillers — covered in guides like nickel-based welding wire |
Each material demands its own settings and gas; strength follows from matching them. Get the recipe wrong and you are no longer testing MIG strength — you are testing how a lousy procedure fails.

Now we get to the practical heart of the matter. Weld strength is not a mystery — it is the product of identifiable variables, each of which you control. Here they are, ranked roughly by how much damage they do when ignored.
Your weld is made of wire, and wire has a printed, tested guarantee. Decode the classification and you know its minimum yield and tensile strength.
Take ER70S-6, the most common mild-steel MIG wire in existence:
So ER70S-6 guarantees 70,000 psi minimum tensile strength in the all-weld-metal test per AWS A5.18. Its yield strength is around 60,000 psi. Because typical structural steel (A36) specifies about 36,000–58,000 psi yield, ER70-class filler is stronger than the plate in most applications — which is exactly what engineers want, so that failure happens in the parent metal, not the weld. The full genealogy of rod numbers is explained in welding rod numbers explained, and the standing MIG electrode catalog is in MIG welding electrode guide.
Quick Note: Rule “match or exceed” — always use filler metal rated at or above the base metal’s strength. Undersized filler is the single fastest way to build a weld that looks perfect and fails on purpose.
The wire might be rated at 70,000 psi, but if your technique produces a weld with no fusion on one side of the joint, the effective strength is zero at that spot — because it is not actually a weld there. The four technique dimensions that matter most:
Expert Insight: In forty years of inspecting failed welds, the single most common root cause I have been shown is not weak filler metal — it is lack of fusion: the bead looks attached but was never melted into the base metal on one side. Strength tests after the fact consistently confirm it. Technique, not material, is where weld strength is won or lost.
Welds fail at contamination long before they fail at chemistry. The weld zone must be treated like a surgical site:
| Material Factor | Why It Controls Strength |
|---|---|
| Wire cleanliness | Rust, oil, or moisture on wire feeds impurities into the puddle → porosity and weak, brittle metal |
| Base-metal surface prep | Rust, mill scale, paint, grease → contaminants that outgas and form voids mid-weld |
| Metal composition match | Base and filler alloys should be compatible; mismatched chemistry creates brittle phases at the boundary |
| Wire diameter choice | Too fine for the job → weak joint; too heavy → penetration problems on thin stock |
| Shielding-gas purity and mixture | Wrong mix (e.g., argon pressure wrong) or impurities → porosity, heavy spatter, rough bead |
Short Note: Do not test the strength of rusty metal — that is not a welding test, it is a nostalgia test. Clean the joint, store wire properly, and keep gas cylinders upright and sealed. Two minutes of prep removes the variables that steal your weld’s strength.
Welding does not just affect the joint; it changes the base metal beside it. The heat-affected zone is the band of metal that did not melt but was heated enough to change its microstructure. In carbon steel, a badly overheated HAZ can become coarse-grained and hardened — or, in some alloys, softened.
This is why “crank the amps and hang on” is a losing strategy. Controlled heat input — set low enough to protect the metal, high enough to fuse it — preserves the base-metal properties that the entire joint depends on. Pulsed MIG, which keeps heat input low while maintaining penetration, exists specifically to protect this zone on thin and heat-sensitive alloys.
Strength is not a feeling — it is testable. Professional welders prove strength with a battery of standard tests, and the beautiful part is that most of them are accessible to a motivated hobbyist with a bench vise and a grinder.
Tests that inspect without destroying the weld are the first line of quality control, in shops and in your garage alike:
Here is where you earn your own certainty:
| Test | What It Does | How a Hobbyist Runs It |
|---|---|---|
| Bend test (guided or free bend) | Bends the welded joint through a specified radius; a good weld survives, a poor weld cracks at the root or face | Cut a coupon across the weld, place it in a vise across a bar, and bend it 30–45°; a crack that opens = defect |
| Nick-break test | Notches the weld then breaks it like a chocolate bar; the exposed surface reveals porosity and fusion | Cut through the weld center, clamp in a vise, snap it with a hammer; inspect the fresh face |
| Tensile test | Pulls the joint until failure, measuring the exact force it took | Requires a tensile machine (proving labs offer this service cheaply for one-off verification) |
| Hardness test | Measures indentation resistance across weld, HAZ, and base metal | Available at many fabrication shops; tells you if the HAZ was overheated |
| Etch test | Acid-etches a polished cross-section to reveal the true fusion boundary | The classic welder’s education tool — grind, polish, and etch a slice of your own weld to see real penetration |
Quick Note: If you only ever run one strength test on your own work, make it the cut-and-etch. It turns vague worry into visible truth about penetration and fusion — the two things that actually determine a MIG weld’s strength. The international standards for these tests are maintained by bodies such as the American Welding Society (AWS) and detailed in documents like AWS B4.0 “Standard Methods for Mechanical Testing of Welds”; TWI Global publishes plain-language explanations of weld testing for non-specialists.
Interpreting your own tests requires one shift of mindset: any internal discontinuity is an invitation to fail. A bend test that holds yet shows a hairline root crack is not “close enough” — it is a detected defect with a known failure mode. Inspectors reject on discontinuity because they have seen the statistics: underload, welds fail at their internal flaws, not at their strongest points.
Expert Insight: In certification testing, a single root crack — even a micro-crack invisible to the naked eye on the surface — fails the coupon. Engineers size welds and specify procedures so conservatively because the weakest point defines the joint. Adopt that standard in your own practice pieces and your real-world joints will always out-perform it.
The honest engineering answer: when made correctly, quality welds from all three processes meet the strength of the filler metal — and all three can be made in ways that are dangerously weak. “Which is stronger” is therefore a question about conditions and consistency, not magic properties.
TIG (GTAW) is often assumed stronger because it is precise, but the physical ceiling is the filler metal, not the torch. Both processes routinely achieve full-strength joints when properly executed. The practical difference:
Stick welding can carry heavy structural loads and holds its own at high amperage outdoors; MIG is cleaner, faster, and more consistent indoors on production work. Neither wins the strength argument outright — the load the joint experience and the welder who made it decide that. The full breakdown lives in stick vs. MIG comparison.
Flux-cored (FCAW) deserves a note because it is MIG’s sibling and often used where outdoor conditions force it. Quality flux-cored wire can actually out-deposit solid wire at high amps and produces strong joints in wind conditions where MIG gas shielding fails. Its trade-off is smoke and slag cleanup. Compare fumes and technique in flux-core welding explained.
| Material | Post-Weld Strength Context |
|---|---|
| Carbon steel | Highest practical joint strength in the everyday MIG world; ER70S-6 exceeds A36 plate |
| Stainless steel | Very high strength plus corrosion resistance; weld should not drastically reduce either |
| Aluminum | High strength if fused properly; the process weakens in the HAZ on heat-treatable alloys unless heat is controlled |
| Alloy steels & nickel alloys | Strong but demanding — filler and heat procedure decide whether the joint matches the alloy’s capability |
Short Note: The science of choosing a process for strength is secondary to the discipline of making one weld correctly. Strength follows soundness; soundness follows procedure.
Strength claims are cheap; deployed strength is what engineers actually trust. MIG and its flux-cored sibling carry some of the most safety-critical loads in the world — not because of marketing, but because the process, done to procedure, has a documented, repeatable strength record.
Here is where the “is it strong enough?” question stops being academic:

Quick Note: Notice what every real-world MIG application has in common: a written procedure. Nobody in industry trusts a weld made with “good vibes and default settings.” The procedure specifies wire, gas, amperage, preheat where needed, and inspection. Adopt mini-procedures for your own projects — write down the recipe, follow it, test the result — and you will reproduce industrial strength in your own garage.
If you want your average weld strength to climb, here is the ranked list of actions — from the least expensive high-impact fix to the advanced:
Clean the joint to bare shiny metal on both plates, for at least an inch back from the seam. Grind, brush, or chemically degrease. This single habit eliminates the majority of porosity and lack-of-fusion outcomes. There is a direct link between dirty joints and porosity in welding.
Use confirmed starting points from the wire speed and voltage chart and the wire size chart, then dial by ear (steady sizzle = happy). Keep a notebook; every strong weld’s recipe is worth capturing.
ER70S-6 for mild steel, ER308L for stainless, 4043/5356 for aluminum. When in doubt between two wire grades, choose the higher-rated filler. The negligible cost difference buys guaranteed headroom.
More heat input is not more strength. Control amperage to the minimum that gives full fusion, use pulse where available, and on heat-sensitive alloys let the joint cool between passes. Your welds become stronger when the base metal beside them stays healthy.
One fat, hot bead is weaker than two shapely passes. For plate beyond a single pass’s capacity, weld a root solidly, then cap with a second pass — smaller puddle, better fusion geometry, and a stronger finished joint. Understand what a proper cross-section should look like via the blueprint-reading skills that welders use daily.
Short Note: Improving weld strength is unglamorous work — prep, settings, testing — and that is precisely why it works. The welds that hold are made out of repetition of boring, correct habits.
Every failed weld tells a story. Learn the three classic villains and you will recognize them before they fail.
Trapped gas in the weld forms pinholes and voids — sometimes visible as pits on the bead surface, sometimes hidden inside. It is caused by contaminated base metal, moisture in the wire, a gas leak, wrong gas mix, or wind blowing the shield away. Fix: clean the metal, store and handle wire correctly, check gas flow and connections, and shield the work from drafts. The diagnosis guide at porosity causes and cures walks through each symptom.
The bead looks bonded to the surface but was never truly melted into the base metal on one side — a “glued” appearance. Causes: wrong work angle, travel speed too fast, or amperage too low for the joint. Fix: increase heat or slow down enough for the puddle to wet both plates, correct the angle to bisect the joint, and verify with a cut-and-etch test before trusting the weld.
Undercut is a groove melted into the plate at the weld toe — a stress riser where cracks like to start. Crater cracks at the weld’s end occur when you release the trigger too abruptly, leaving an unfilled depression. Fix: reduce voltage slightly, hold the puddle a moment at the end of the bead to fill the crater, and keep the work angle honest.
Expert Insight: When a supposedly “strong process” lets a part down, the autopsy almost never finds a process that was too weak — it finds a procedure that was abandoned. Porosity, cold lap, undercut, and crater cracks are all discipline failures. The metal alloy wanted to hold. The process wanted to hold. The welder who skipped the prep made it possible to fail.
A conversation about weld strength arrives at safety eventually, and not only because regulators demand it. The strongest weld in your garage was made by a steady, unharmed hand. Getting injured does not just hurt — it destroys the consistency that strength depends on. Treat safety as a strength-producing process.
Quick Note: The checklist reads like common sense because it is. The failure mode is fatigue — skipping steps when you are in a hurry. If you only enforce one safety rule forever, enforce this: no prep, no arc.
The welding industry is engineering stronger joints the honest way — by controlling variables more precisely — and MIG sits in the middle of the revolution.
Researchers and manufacturers are attacking the strength ceiling from both ends — metallurgy and physics:
| Innovation Track | How It Raises Strength |
|---|---|
| Higher-grade filler metals | New wire chemistries raise the all-weld-metal tensile ceiling and improve HAZ compatibility |
| Advanced gas blends | Cleaner puddles and deeper penetration mean fewer inclusions and more effective throat |
| Hybrid processes (laser-MIG) | Laser preheats/focuses, MIG fills — deep, narrow fusion with minimal heat spread |
| Pulse waveform refinement | Per-droplet control of temperature produces consistent full-fusion passes on thin alloys |
| Simulation-based training | VR/AR welders train angle and speed statistically before metal is wasted — fewer flawed practice welds ever reach a real part |
Expert Insight: Industry research published through channels like TWI Global and the American Welding Society converges on one prediction: the processes humans thought of as “good enough” are being driven toward “statistically certified.” The future of weld strength is less about stronger materials and more about tighter control of the variables that make joints fail — and that is excellent news for any welder willing to learn.
Let down the anchor and get quantitative. These are the numbers welders, inspectors, and engineers actually work with — and knowing them turns “is it strong?” into “is it strong enough for the job?”
Short Note: The U.S. Bureau of Labor Statistics and industrial census data consistently show GMAW/FCAW as the most-used welding processes in fabrication — a statistical vote of confidence in both the process and its strength record.
When a project is load-bearing, stop guessing and run this five-step planner — it is the compressed version of what professional weld engineers do:
Quick Note: If a weld must hold your body weight, your family’s safety, or someone else’s machine, this five-step loop is not optional homework — it is the job. For framing your projects with the right joint geometry, the welding blueprint essentials and the grooved joint rationale are the two most useful references to read before you strike the arc.
The clearest way to sum up MIG strength is to let the field speak — fabricators, inspectors, and instructors who stake their reputations on welds every day.
If a non-technical friend asks “is MIG welding strong?”, here is the honest answer you can give in one breath:
“Yes — a properly made MIG weld is typically as strong as, or stronger than, the steel it joins. ER70-series wire guarantees about 70,000 pounds per square inch of tensile strength, which beats most structural steel. The catch is the word ‘properly made.’ Clean metal, correct settings, full fusion, and a sound bead are what actually earn that strength; a weld that looks attached but never fused is a failure waiting for an excuse.”
That single paragraph is the whole article in a chain.
When both are made correctly, MIG and TIG welds of the same filler metal have the same strength ceiling — both achieve the filler’s rated tensile strength and can hit 100% joint efficiency. TIG offers more precision on thin or exotic metals; MIG offers more speed and consistency on steel. The practical answer, especially for thick-material work, is explained in detail in is TIG stronger than MIG, but the short version is: process does not fix strength — procedure does.
In order of impact: (1) the filler metal’s rating and whether it matches or exceeds the base metal; (2) full fusion — governed by torch angle, travel speed, amperage, and joint prep; (3) soundness — the absence of porosity, inclusions, cracks, and undercut; (4) heat input and the health of the heat-affected zone; and (5) the base metal’s own condition and cleanliness. Any one of these, ignored, is enough to turn a strong process into a weak weld.
Yes. MIG and flux-cored welding are extensively used in structural steel construction, heavy equipment, shipbuilding, and vehicle frames — governed by codes such as AWS D1.1 for structural steel. The strength is certified by written procedures, qualified welders, controlled parameters, and inspection. When hobby welders apply the same discipline (matching filler, clean prep, proven settings, tested coupons), their projects inherit the same physics.
Carbon steel and mild steel are MIG’s home turf; stainless steel joins well with matching wire (ER308L/ER316L); aluminum requires careful prep, the right wire (4043 or 5356), and often a spool gun or pulse; alloy steels and nickel alloys are joinable with matched fillers. Copper, magnesium, and some exotic alloys are possible with specific procedures. Each material has its own gas, wire, and heat prescription — get the recipe right and the joint inherits the material’s strength.
Because weld failure is a procedure failure, not a process failure. The classic failure causes are lack of fusion (looks attached, never fused), porosity from contaminated metal or lost shielding, undercut creating a stress riser, and crack-prone craters at bead ends. All are preventable by prep, correct settings, and inspection — none reflect on MIG’s inherent capability. The safety and quality tour ties these to the habits that prevent them.
Generally no. On thick material, a properly made multi-pass weld — a solid root plus a capping pass — is the industrial standard, because each pass at its correct size produces better fusion geometry and a smaller, healthier HAZ than one oversized, overheated bead. Strength lives in sound fusion, not in volume of metal deposited.
For load-bearing projects, yes — at minimum a cut-and-etch and a bend or nick-break on a practice coupon. Testing converts hope into engineering data. Professionals test every qualification coupon; hobbyists who adopt even one simple test per project pull far ahead of those who never look beneath the bead’s surface.

Yes — genuinely, measurably, industrially strong. A correctly made MIG weld routinely matches or exceeds the base metal’s tensile strength, which is why MIG welds hold up excavators, bridges, ships, and roll cages. The numbers are not marketing: ER70S-series wire guarantees roughly 70,000 psi of tensile strength, above most structural steel, and every weld you lay down correctly inherits that guarantee.
But that inheritance has a condition written in tiny print: correctly made. The strength is earned by preparation, settings, technique, and inspection — the parts of welding that have nothing to do with the name of the process and everything to do with the discipline of the welder. Clean the joint. Match the filler. Set the machine. Read the puddle. Test your work. Do those five things, and you will never again stand in a shop wondering whether a weld is strong enough to trust — because you will have made it strong enough yourself.
Remember the garden gate. Every weld you make is someone’s gate — a hitch, a rail, a shelf, a frame — and every one of them deserves to be built with full-strength confidence, not crossed fingers.
Key Takeaways
Strength does not begin at the arc — it begins at the drawing. The joint geometry you set up before welding decides how much effective load path the weld will carry, and a poor joint design can hand the strongest-er filler metal a losing situation.
| Joint Type | Typical Loading | Strength Notes |
|---|---|---|
| Butt joint | In-line tension/compression | Strongest arrangement when fully penetrated; bevel and root gap for thick plate |
| Fillet (tee/corner) | Shear across the throat | Strength set by weld size (leg/throat); under-sized fillets fail by shearing through the throat |
| Lap joint | Shear in the overlap | Simple to set up; the overlap adds the weld area that makes up for eccentric loading |
| Edge joint | Light structural duties | Weak by nature — not for primary loads |
| Groove joints (single/double V, U) | Heavy, load-bearing | Bevels unlock deep penetration; the why joints are grooved article covers exactly when beveling pays off |
Quick Note: Blueprint-reading welders design joints to match loads before they ever strike an arc — that is the professional difference between “welding something” and “building something that holds.” The blueprint essentials guide is the fastest way to learn to think in joints.
You already met the three big villains; here is the complete rogues’ gallery so you can identify any failure mode by sight and stop it before it becomes a repeat visitor.
| Defect | Appearance | Cause | Cure |
|---|---|---|---|
| Porosity / wormholes | Pinholes or tunnels in the bead | Contamination, lost shielding, damp wire, wrong gas | Clean metal; verify gas and flow 20–25 CFH; protect from drafts; store wire sealed |
| Lack of fusion | Bead sits proud; one side never wetted | Angle error, too-fast travel, low amperage | Correct angle; slow to wet both edges; raise heat; verify with etch test |
| Incomplete penetration | Shallow root bead on a butt joint | Too little heat for thickness; no root gap | Bevel + root gap; increase amps; possibly pass from both sides |
| Undercut | Groove melted into the plate at weld toe | High voltage, fast travel, steep angle | Reduce voltage; slow slightly; keep angle in range |
| Overlap / cold lap | Metal rolls over the plate without bonding | Cold puddle that froze before wetting | More heat, lower travel speed, correct position |
| Crater cracks | Star-shaped crack at the bead end | Abrupt trigger release leaves unfilled crater | Pause and fill the crater before letting off; use crater-fill on pulse machines |
| Bird-nesting / burn-back | Wire loops at the drive rolls, wire welded to tip | Wrong tip, liner issues, feed speed mismatch | Match tip size, inspect liner, rebalance settings — see the wire feed troubleshooting guide |
| Toe cracks | Cracks running along the weld toe | Excessive restraint, hydrogen or hardness in the HAZ | Reduce heat input, control cooling, verify base-metal chemistry |
Expert Insight: Notice how almost every entry in this table is curable by prep, settings, or angle — the three things a welder controls with the trigger, the ground clamp, and the grinder. The metal does not decide to fail; the process was given an unforced defect. Diagnose by appearance, correct by cause, and your failure rate will shrink to nearly zero.
Stories stick better than charts. This one is a composite of a dozen real calls, and it will show you how the theory above actually determines outcomes.
The setup: A homeowner fabricates a steel gate bracket to hold a swinging gate weighing about 150 lb. He welds it with his new MIG machine, flat fillets on both sides of a 3/16-inch plate angle, using whatever default settings came with the machine. The weld looks great — smooth, shiny, textbook.
Three weeks later: a crack appears straight down the center of one fillet, and the weld fails cleanly at the toe line.
The autopsy (see the cut-etch): the failed weld shows classic cold lap — the bead fused to the upper plate but was simply rested on the lower plate. One of the two plates never got a real weld. Why? Work angle was too steep, pointing the arc almost entirely at the vertical plate, while the drag of gravity kept the puddle off the horizontal one. And the “default settings” were too cold for 3/16-inch plate, so the puddle on the lower plate never melted in.
The lessons the homeowner now teaches:
Short Note: The bracket story is the entire “is MIG welding strong?” debate in miniature. The process was fully capable. The plate was more than strong enough. The weld failed because procedure was skipped. Strength is a decision you make with your settings and your prep — not a property you receive with the machine.
Since your weld’s strength is literally the product of wire chemistry plus gas protection, these two consumable decisions are worth a section of their own — get them right and your strength ceiling rises before you strike a single arc.
| Wire | Best For | Strength/Property Notes |
|---|---|---|
| ER70S-3 | Clean mild steel, general fabrication | 70 ksi tensile; smooth arc on clean metal |
| ER70S-6 | Rusty/scaled steel, automotive repairs | Same 70 ksi rating, extra deoxidizers; the all-rounder for strength on dirty steel |
| ER80 / ER90 classes | High-strength alloy steels | Match higher base-metal grades; requires matching procedure and preheat |
| ER308L / ER316L | Stainless steels | Corrosion resistance and high strength; L-grades reduce sensitization risk |
| ER4043 / ER5356 | Aluminum | 4043 flows well and resists cracking; 5356 is stronger for structural aluminum work |
| Nickel-based (e.g., 62/82 classes) | Cast iron and dissimilar joints | Strong, crack-tolerant on materials solid wire cannot handle — full detail in nickel welding wire uses |
Quick Note: The “‑6” vs “‑3” choice is the most common strength-relevant mistake at the hobby level. On anything with even a whisper of scale or rust, ER70S-6 carries the deoxidizers that ER70S-3 lacks — and its puddle wets into marginally dirty joints far more reliably. When in doubt, buy the ‑6.
Short Note: Flow rates matter as much as mixture. 20–25 CFH is the sweet spot for most MIG work; too high actually hurts because turbulence pulls air into the shield. Match flow, protect from drafts, and your puddle — and therefore your strength — stays clean.
If you want to understand why MIG is trusted for bridges and pressure vessels, the deepest answer is the codification of the process — the written system that turns “trust me, it’s strong” into “here is the test that proves it.”
Before a shop can weld structural steel per AWS D1.1, it must first create a Welding Procedure Specification (WPS) — a document listing wire, gas, amperage range, position, preheat, and every other variable — and then prove that exact procedure produces sound welds by bending and breaking qualification coupons. The qualification is of the procedure, not the welder’s whim. That is why “MIG is strong” in industry: the strength is audited against a standard published by the American Welding Society.
Welders then qualify personally — the famous test that involves welding to a code-specified coupon and having it bend-tested to failure or to a prescribed angle. A welder who holds a 3G or 4G structural certification has proven, under test, that they can produce joints whose strength survives an inspector’s scrutiny. That is what your own coupon-testing is building toward: the discipline, not the piece of paper.
You do not need a WPS to weld a gate — but you can borrow the philosophy. Write your own mini-spec, qualify it once on a practice coupon, and treat every subsequent project as a production run of that qualified procedure. That single habit is the highest-strength-per-dollar move in all of welding, and it is exactly what the professional system does on an industrial scale.
Here is the one-page version of everything in this article — the checklist you can pin to your garage wall and run before every load-bearing weld:
Run this list without skipping, and you have just personally implemented the same discipline that certified structural welds are built on — at hobby scale, with hobby budget, and with the full strength of the process at your fingertips.
Bookmark it, print it, and use it on every project that matters. Over time the checklist becomes habit, and habit becomes the quiet confidence of a welder who no longer wonders whether his welds are strong enough.