
A request for quotation goes out with one line: M12 hex bolts, outdoor use. Three quotes come back: zinc-plated class 4.8, hot-dip galvanized class 8.8, and A2-70 stainless. The dearest is roughly four times the price of the cheapest, and the clamp force on offer ranges from 20.1 kN to 64.9 kN depending on which class shows up. “Outdoor use” settled none of this. It is a hope, not a specification.
This page benchmarks the common bolt options on the three axes that decide a purchase: strength, corrosion protection, and cost. After reading, you will know which class, coating, or stainless grade fits your load, your environment, and your budget, and you will be able to reproduce every number behind each verdict.
The short version for buyers in a hurry. Dry indoor joint with an ordinary load: class 8.8 zinc-plated is the value baseline. Outdoor or humid service: class 8.8 or 10.9 with hot-dip galvanizing, a 50 μm average zinc layer on threaded fasteners per GB/T 5267.3-2008. Coastal or chemical exposure: A4-80 stainless or a zinc-flake coated class 10.9, and budget for a cost band of 1.6–5.5 times the baseline.
What This Benchmark Measures
Three axes, each with a measurable verdict:
- Strength is measured as clamp force (target preload) in kN, computed at 70% of nominal yield so the joint stays elastic and the bolt reusable. Property class data per ISO 898-1:2013 and GB/T 3098.1-2010; stainless classes per ISO 3506-1. The 70% preload target is common reusable-tightening practice (engineering practice label, not a standard clause).
- Corrosion protection is measured as coating thickness in μm and as a material comparison from an accelerated corrosion test. Galvanizing minimums for threaded fasteners come from GB/T 5267.3-2008 (40 μm local minimum, 50 μm average); general steel articles follow GB/T 13912-2020 Table 3. The comparison comes from an open-access CASS study by ITRI (Applied Sciences, 2021).
- Cost is expressed as relative multipliers against class 8.8 zinc-plated, which we set to 1.0. The bands are typical ranges from our 2024-2026 RFQ and quoting experience: ratios only, never absolute prices.
F is the target preload in kN, Rp0.2 the nominal yield strength of the property class in MPa, and As the tensile stress area of the thread in mm². Every strength value on this page comes out of this one formula, computed with the same engine that powers our online calculator. One disclosed conservatism: class 10.9 uses 900 MPa nominal yield as the preload basis, while the minimum Rp0.2 in ISO 898-1:2013 is 940 MPa, so our 10.9 values sit about 4% under the standard floor.
Reading the class code takes ten seconds. The first number times 100 is the nominal tensile strength Rm in MPa; the second number times 10 is the yield ratio as a percent of Rm. Class 10.9 is a 1,000 MPa bolt with yield at 90% of that. Stainless codes work differently: A2 is the 304 family, A4 is the 316 family, and the number after the dash is one tenth of the tensile strength, so A4-80 is an 800 MPa bolt.
Strength: Clamp Force by Class
Clamp force in kN per bolt, coarse thread, computed per the disclosed formula (engineering calculation, not a copy of any standard table):
| Size | 4.8 | 8.8 | 10.9 | 12.9 | A2-70 | A4-80 |
|---|---|---|---|---|---|---|
| M6 | 4.8 | 9.0 | 12.7 | 15.5 | 6.3 | 8.4 |
| M8 | 8.7 | 16.4 | 23.1 | 28.2 | 11.5 | 15.4 |
| M10 | 13.8 | 26.0 | 36.5 | 44.7 | 18.3 | 24.4 |
| M12 | 20.1 | 37.8 | 53.1 | 64.9 | 26.6 | 35.4 |
| M14 | 27.4 | 51.5 | 72.5 | 88.6 | 36.2 | 48.3 |
| M16 | 37.4 | 70.3 | 98.9 | 120.9 | 49.5 | 65.9 |
| M18 | 45.7 | 86.0 | 121.0 | 147.8 | 60.5 | 80.6 |
| M20 | 58.3 | 109.8 | 154.4 | 188.7 | 77.2 | 102.9 |
| M22 | 72.1 | 135.7 | 190.9 | 233.3 | 95.4 | 127.3 |
| M24 | 84.0 | 158.1 | 222.4 | 271.8 | 111.2 | 148.3 |
| M27 | 109.2 | 205.6 | 289.2 | 353.4 | 144.6 | 192.8 |
| M30 | 133.5 | 251.3 | 353.4 | 432.0 | 176.7 | 235.6 |
| M33 | 165.2 | 310.9 | 437.2 | 534.4 | 218.6 | 291.5 |
| M36 | 194.4 | 366.0 | 514.7 | 629.1 | 257.4 | 343.1 |
Three readings matter for buyers:
- The same M12 bolt clamps with 20.1 kN in class 4.8 and 53.1 kN in class 10.9, a factor of 2.6. Strength is a purchase decision, not a property you get by default.
- Stainless is not a strength upgrade. A2-70 holds 26.6 kN at M12, about 70% of a class 8.8 bolt; A4-80 holds 35.4 kN, about 94%. You buy stainless for corrosion resistance, and you pay for it in clamp force.
- Counting bolts is the fastest sanity check. To clamp 100 kN with M12 bolts you need five of class 4.8, three of 8.8, or two of 10.9. Fewer, stronger bolts can offset a higher unit price.
For joints designed around 10.9S friction-type assemblies, grade selection has extra rules; see our high-strength bolt selection page for steel structures.
Corrosion: Coatings and Stainless Grades
Protection starts with how much sacrificial metal sits on the thread:
| Option | Coating thickness | Source |
|---|---|---|
| Black oxide | Appearance coating, minimal corrosion protection | Engineering practice, no thickness claim |
| Electro-zinc plating (EG) | 5–8 μm typical | Typical industry range (our calculation library basis) |
| Zinc-flake (Dacromet type) | 8–12 μm typical | Typical industry range; no acid pickling or plating step |
| Hot-dip galvanized threaded fasteners | 40 μm local minimum, 50 μm average | GB/T 5267.3-2008 |
| Hot-dip galvanized steel articles | By substrate thickness, tens of μm | GB/T 13912-2020 Table 3 |
| A2-70 / A4-80 stainless | No coating; resistance is in the alloy | ISO 3506-1 |
Take the M16 row: hot-dip galvanizing puts a 50 μm average (40 μm local minimum) of zinc on threaded fasteners per GB/T 5267.3-2008, while electro-zinc typically carries 5–8 μm. That is a 6 to 10 times difference in sacrificial metal, and it is why electro-zinc is an indoor finish.
When coatings meet salt, the differences are measurable. In an eight-day CASS accelerated corrosion test (an ISO 9227 method), an open-access ITRI study compared five fastener finishes: type 316 stainless came out most corrosion resistant, followed by 304 and then 410 stainless; chromate-passivated galvanizing clearly outlasted plain galvanizing; and a zinc-tin alloy coating formed a protective layer instead of red rust (Liu et al., Applied Sciences 2021). One test, one method, lab conditions: treat it as a mechanism comparison, not a service-life promise. The same paper notes that Taiwan’s atmosphere is generally above corrosivity class C3, with some coastal areas in the C5+ to CX band, which is exactly where plain zinc coatings fail early.
High-strength bolts add a constraint the thickness table does not show. Coating guidance for structural bolts has restricted metallic coatings on ASTM A490-class bolts since the 1970s because of hydrogen embrittlement risk (Galvanizers Association of Australia). Shop practice for metric classes follows the same logic: classes 10.9 and 12.9 should not be acid-pickled and electroplated unless the supplier certifies a de-embrittlement bake. Zinc-flake coatings skip the electroplating step entirely, which is why Dacromet-type finishes have been qualified for A490-class bolts (Brahimi, 2006).
Two assembly notes from practice. Hot-dip galvanized nuts are tapped oversize after coating, so do not mix plain nuts with galvanized bolts. And dry stainless threads gall easily: use anti-seize paste or the supplier’s lubrication data when you assemble A2 or A4 bolts.
Cost: Relative Multipliers
Absolute prices go stale and vary by market, so this benchmark quotes relative bands. Baseline: class 8.8 zinc-plated, common sizes, order quantities = 1.0.
| Combination | Relative cost band |
|---|---|
| 4.8 zinc-plated | 0.7–0.9 |
| 8.8 zinc-plated (baseline) | 1.0 |
| 10.9 zinc-plated | 1.2–1.5 |
| 8.8 hot-dip galvanized | 1.2–1.4 |
| 10.9 hot-dip galvanized | 1.4–1.9 |
| 10.9 zinc-flake (Dacromet type) | 1.6–2.2 |
| 12.9 black or oiled | 1.8–2.6 |
| A2-70 stainless (304) | 2.5–4.0 |
| A4-80 stainless (316) | 3.5–5.5 |
Typical relative ranges from our 2024-2026 RFQ and quoting experience; actual quotes move with size, quantity, and the steel and nickel markets. Use them like this: get one real quote for class 8.8 zinc-plated in your size and quantity, then multiply by the band to sanity-check every alternative on the table. A stainless quote at six times the baseline is off the band; ask why before you pay it.
The expensive mistake runs in both directions. Over-specifying A4-80 on a dry indoor joint pays 3.5–5.5 times for corrosion protection the joint never uses. Under-specifying electro-zinc on a coastal joint saves money for about a season, then pays it back in replacement labor. The multipliers only make sense together with the environment, which is the next table.
The Combined Selection Matrix
| Where the joint lives | Load demand | Recommended combination | Clamp force at M12 | Cost band |
|---|---|---|---|---|
| Indoor, dry (C1–C2) | Ordinary | 4.8 or 8.8, zinc-plated or black | 20.1–37.8 kN | 0.7–1.0 |
| Indoor, dry (C1–C2) | High preload, tight space | 10.9 zinc-plated; 12.9 black or oiled | 53.1–64.9 kN | 1.2–2.6 |
| Outdoor, humid (C3) | Ordinary to structural | 8.8 or 10.9 hot-dip galvanized | 37.8–53.1 kN | 1.2–1.9 |
| Coastal, industrial (C4) | Structural | 10.9 zinc-flake; A2-70 if load is moderate | 26.6–53.1 kN | 1.6–4.0 |
| Marine or chemical splash (C5/CX) | Moderate | A4-80 stainless | 35.4 kN | 3.5–5.5 |
Environment buckets use the ISO 9223 corrosivity category names (C1 through CX) as a bucketing device; confirm your site’s category from exposure data before locking the finish. Clamp force values come from the strength table, cost bands from the multiplier table, so every row is traceable.
Pick Your Spec in Four Steps
Four steps narrow the matrix to one row:
- Choose a bolt specification
- Step 1: What load does the joint carry?
- Light, non-critical load→4.8 or 8.8 is enough
- Structural or machinery load→8.8 minimum; 10.9 for high preload
- Extreme preload in tight space→12.9, uncoated or zinc-flake only
- Step 2: Where does the joint live?
- Indoor and dry→Zinc-plated or black oxide
- Outdoor or humid→Hot-dip galvanized, 50 μm average per GB/T 5267.3-2008
- Coastal or chemical→A2/A4 stainless or zinc-flake, top of the ITRI CASS comparison
- Step 3: Does the cost band fit?
- Within budget→Lock class and finish on the PO
- Over budget→Drop one corrosion tier, never the load class
- Step 4: Who verifies it?
- Standard joint→Self-check with the tables on this page
- Safety-critical joint→Send parameters to engineering before ordering
When This Benchmark Does Not Apply
- Fatigue- and vibration-critical joints: preload retention under cyclic load matters more than peak clamp force; get a joint-specific calculation.
- Fine threads: a finer pitch raises the stress area, so preload rises at the same class. M12 × 1.5 (As 88.1 mm²) clamps about 5% harder than M12 × 1.75 (As 84.3 mm²).
- Elevated temperature: strength derates with temperature; every value here is room temperature.
- Gasketed flange joints: the flange assembly specification and tightening sequence outrank this page.
- Rusted, damaged, or reused fasteners: replace first, benchmark later.
- Any project specification: the specification wins, always.
Who This Benchmark Is For
Best for: buyers comparing quotes across classes and finishes, engineers writing a bolt specification from scratch, and distributors deciding which combinations to stock.
Best at: metric coarse-thread carbon steel and austenitic stainless bolts from M6 to M36, at room temperature, across the five environment buckets in the matrix.
Why it beats a forum answer or a catalog page: every strength value is reproducible from one disclosed formula; the corrosion numbers carry standard clauses (GB/T 5267.3-2008 for threaded fasteners, GB/T 13912-2020 Table 3 for steel articles) or a named open-access study (ITRI, 2021); and the cost bands are labeled as quoting experience, not dressed up as market statistics.
Frequently Asked Questions
Is class 12.9 always the best bolt?
No. It clamps the hardest, 3.2 times a class 4.8 at the same size, but it costs 1.8–2.6 times the baseline, it cannot take electroplating without a certified bake, and higher hardness leaves less margin for installation abuse (engineering practice). Buy the class the load needs.
Can I replace hot-dip galvanized bolts with stainless outdoors?
Often yes, but check the load first. A2-70 holds about 70% of a class 8.8 bolt’s clamp force and A4-80 about 94%, so a like-for-like swap can quietly downrate the joint.
Why did my supplier quote class 10.9 for a simple bracket?
Possibly habit, possibly over-spec. Compare the bracket’s real load against the clamp force table. If class 8.8 covers it, the 10.9 quote charges you 20–50% more for strength you will never use (cost band 1.2–1.5 from the multiplier table).
Does galvanizing change the thread fit?
Yes for hot-dip galvanizing. The coating adds thickness to the thread, so nuts are tapped oversize after coating. Pair galvanized bolts with galvanized nuts, never with plain nuts (engineering practice).
Is black oxide enough for outdoor use?
No. Black oxide is an appearance coating with minimal corrosion protection. Outdoor joints need galvanizing, zinc-flake, or stainless (engineering practice).
Where can I verify the strength numbers?
Rebuild them from the formula in the method section, or plug size and class into our free bolt torque calculator, which runs the same engine.
Summary and Next Steps
Three things to take away. First, strength is bought by class: the table tells you the kilonewtons, and class 10.9 clamps 2.6 times a 4.8 at M12 while stainless trades clamp force for corrosion resistance. Second, corrosion protection is bought by environment: hot-dip galvanizing’s 50 μm average is the outdoor baseline, stainless or zinc-flake covers C4 and above, and classes 10.9 and 12.9 stay away from electroplating. Third, cost is a multiplier of the 8.8 zinc-plated baseline: check the band before you accept an upgrade or a downgrade.
Action checklist:
- Write the joint’s load and environment category on the RFQ, not just the bolt size.
- Pick the class from the clamp force table, then the finish from the matrix row.
- Check the combination against the cost multiplier band.
- Verify one number yourself with the calculator or the formula.
- For safety-critical joints, send the spec to engineering before you order.
If you are comparing quotes or drafting a bolt specification, send us the joint parameters: size, class or grade, surface finish, environment, quantity, and the governing standard if one exists. Our engineers will check the class against the load, the finish against the site category, and the price against the multiplier bands before you commit.
Key Standards
Standards and clauses referenced by this article.
- GB/T 3098.1-2010
- ISO 898-1:2013
- ISO 3506-1
- GB/T 5267.3-2008
- GB/T 13912-2020
- ISO 9223
- ISO 9227
References
Sources used for fact checking and background context.
- Liu C.-K., Kong Z.-R., Kao M.-J., Wu T.-C. (ITRI), "A Novel Accelerated Corrosion Test for Supporting Devices in a Floating Photovoltaic System", Applied Sciences 2021, 11(8), 3308 (open access)
- Galvanizers Association of Australia - Selection of Zinc Coatings for Bolts
- Brahimi S. (2006), "Qualification of Dacromet for use with ASTM A490 high-strength structural bolts", Bolt Council
Deep Reading
More systematic selection, procurement, or inspection guides.
Related Solutions
Pages for specification checks and procurement discussion.
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