Bolt Torque Spec Chart — Metric & SAE Torque Tables by Grade
Fastener torque charts built the same way the Bolt Torque Calculator computes: preload at 75% of yield, T = K·F·d, K = 0.20 dry and 0.14 lightly oiled. Metric classes 8.8 / 10.9 / 12.9 from M6 to M24, SAE Grades 5 and 8 from 1/4-20 to 1-8, plus B7 stud, B8 stainless and 12.9 socket-screw specialty rows.
How These Torque Specs Are Calculated
Every value in every table on this page comes from one equation applied consistently — the same T = K·F·d model the homepage calculator runs, so a number you read here can be reproduced there to the last N·m. The chain has exactly three steps:
- 1Pick the preload. F = 0.75 × yield × As, where As is the tensile stress area of the thread (ISO 68-1 for metric, ASME B1.1 for unified) and the yield is the minimum from ISO 898-1 (640 MPa for class 8.8, 940 for 10.9, 1100 for 12.9) or SAE J429 (92 ksi for Grade 5, 130 ksi for Grade 8).
- 2Pick the nut factor. K = 0.20 for clean, dry, zinc-plated or lightly rusted mild steel; K = 0.14 for a lightly oiled or anti-seized thread. These two columns — dry and oiled — are the two tables you get, and the 30% gap between them is the single biggest lever on any fastener torque chart.
- 3Multiply through. T = K × F × d. An M10 class 8.8 example: F = 0.75 × 640 × 58.0 = 27,840 N; T = 0.20 × 27,840 × 0.010 m = 55.7 ≈ 56 N·m dry, or 39 N·m oiled. That is the entire calculation — no hidden safety factor, no size-specific fudge.
One consistent standard, on purpose
Published bolt torque charts disagree with each other by ±20% because they anchor preload to different things: some use 75% of proof load (lower), some use 70% of yield, some use metric formulas with converted constants. This page deliberately inherits the homepage model — 75% of yield, K = 0.20/0.14 — so the chart, the strength check, and your hand calculation all land on the same number. The production reality is that assembly friction scatters ±20–30% anyway, which is why a target plus a min/max range beats a single sacred value.
Reading the K columns
“Dry” means as-plated or clean bare steel with no added lubricant (K ≈ 0.20). “Oiled” means one drop of machine oil or a wiped film of anti-seize on the threads and under the head (K ≈ 0.14). Anything wetter — grease-packed, MoS₂ paste — drops K further and the oiled column becomes optimistic; check the K table on the homepage for those cases.
Metric Bolt Torque Chart (ISO 898-1)
Coarse-series metric screws from M6 to M24. Values are the tightening torque at 75% of the grade’s minimum yield — the standard bolt torque chart layout: one dry column (K = 0.20) and one lubricated column (K = 0.14), plus the stronger grades so you can see what the same diameter is worth in 10.9 and 12.9 steel.
| Size | Pitch (mm) | Class 8.8 Dry (N·m) | Class 8.8 Oiled (N·m) | Class 10.9 Dry (N·m) | Class 12.9 Dry (N·m) |
|---|---|---|---|---|---|
| M6 | 1.0 | 12 | 8 | 17 | 20 |
| M8 | 1.25 | 28 | 20 | 41 | 48 |
| M10 | 1.5 | 56 | 39 | 82 | 96 |
| M12 | 1.75 | 97 | 68 | 143 | 167 |
| M14 | 2.0 | 155 | 108 | 227 | 266 |
| M16 | 2.0 | 241 | 169 | 354 | 414 |
| M20 | 2.5 | 470 | 329 | 691 | 809 |
| M24 | 3.0 | 813 | 569 | 1195 | 1398 |
Fine-Pitch Rows: M10×1.25, M12×1.25, M12×1.5
Fine-pitch fasteners carry a larger stress area on the same nominal diameter, so they take more torque for the same grade — the opposite of what the thinner thread suggests. Note for readers searching the M10×1.5 torque spec: that pitch is the standard M10 coarse series, so the M10 row above already answers it; the fine variant is M10×1.25.
| Size | Series | Class 8.8 Dry (N·m) | Class 8.8 Oiled (N·m) | Class 10.9 Dry (N·m) | Class 12.9 Dry (N·m) |
|---|---|---|---|---|---|
| M10×1.25 | 1.25 (fine) | 0 | 0 | 0 | 0 |
| M12×1.25 | 1.25 (fine) | 18 | 12 | 26 | 30 |
| M12×1.5 | 1.5 (fine) | 17 | 12 | 25 | 29 |
As values: M10×1.25 = 64.4 mm², M12×1.25 = 92.1 mm², M12×1.5 = 88.1 mm² per ISO 68-1. Class 8.8 yield 640 MPa, 10.9 yield 940 MPa, 12.9 yield 1100 MPa per ISO 898-1.
SAE Grade 5 & Grade 8 Torque Chart (ft·lb)
Unified coarse threads 1/4-20 through 1-8, torqued to 75% of minimum yield — 92 ksi for Grade 5, 130 ksi for Grade 8 per SAE J429. If you came here for the torque rating of bolts in ft·lb, this is the table to bookmark; the same rows convert at exactly 1.3558 N·m per ft·lb if your wrench reads metric.
| Size | TPI | Grade 5 Dry (ft·lb) | Grade 5 Oiled (ft·lb) | Grade 8 Dry (ft·lb) | Grade 8 Oiled (ft·lb) |
|---|---|---|---|---|---|
| 1/4-20 | 20 | 9 | 6 | 13 | 9 |
| 5/16-18 | 18 | 19 | 13 | 27 | 19 |
| 3/8-16 | 16 | 33 | 23 | 47 | 33 |
| 7/16-14 | 14 | 53 | 37 | 76 | 53 |
| 1/2-13 | 13 | 82 | 57 | 115 | 81 |
| 5/8-11 | 11 | 162 | 114 | 230 | 161 |
| 3/4-10 | 10 | 288 | 202 | 407 | 285 |
| 1-8 | 8 | 697 | 488 | 985 | 689 |
⚠️ Why some published charts read lower
Many classic SAE charts anchor preload to 75% of proof load (85 ksi for Grade 5) instead of yield, and some use K = 0.18–0.19. Either choice pulls the numbers down 10–20% — a 1-8 Grade 5 value of 536 ft·lb is a proof-load chart, not an error. Lower is not wrong; it is a different margin. When a drawing cites a value, the drawing governs. This table is the 75%-of-yield convention to match the homepage calculator.
B7 Studs, B8 Stainless, 12.9 Socket Screws & Small Threads
The three rows a general bolt torque chart always leaves out: ASTM B7 studs (petrochem flanges), ASTM B8 stainless (with its galling haircut), and the small socket-head cap screws where the useful unit switches to in·lb.
ASTM B7 Stud Bolts — dry, K = 0.20, 75% of 105 ksi yield
| Stud Size | Dry Torque (ft·lb) | Typical Use |
|---|---|---|
| 1/2-13 | 93 | Small bore flanges, piping |
| 5/8-11 | 185 | CL150–CL300 flanges |
| 3/4-10 | 329 | CL300–CL600 flanges, pump covers |
| 7/8-9 | 531 | CL600 valves, equipment bases |
| 1-8 | 795 | CL900, heavy equipment |
| 1-1/8-7 | 1023 | CL900–CL1500 |
| 1-1/4-7 | 1590 | CL1500+ large bore |
ASTM B8 Stainless — dry, −10% from Grade 5
| Size | B8 Dry Torque (ft·lb) | Condition |
|---|---|---|
| 1/4-20 | 8 | Class 2, strain-hardened — anti-seize strongly advised |
| 5/16-18 | 17 | Class 2, strain-hardened — anti-seize strongly advised |
| 3/8-16 | 30 | Class 2, strain-hardened — anti-seize strongly advised |
| 1/2-13 | 74 | Class 2, strain-hardened — anti-seize strongly advised |
| 5/8-11 | 146 | Class 2, strain-hardened — anti-seize strongly advised |
| 3/4-10 | 259 | Class 2, strain-hardened — anti-seize strongly advised |
12.9 / A574 Socket Head Cap Screws — K = 0.20
| Size | Dry Torque | Unit | Hex Key |
|---|---|---|---|
| 4-40 | 2 | in·lb | 3/32″ |
| 6-32 | 4 | in·lb | 7/64″ |
| 8-32 | 6 | in·lb | 9/64″ |
| 10-24 | 7 | ft·lb | 5/32″ |
| 10-32 | 8 | ft·lb | 5/32″ |
| 1/4-28 | 18 | ft·lb | 3/16″ |
| 5/16-24 | 36 | ft·lb | 3/16″ |
| 3/8-24 | 66 | ft·lb | 5/16″ |
| 1/2-13 | 142 | ft·lb | 3/8″ |
| 5/8-11 | 283 | ft·lb | 1/2″ |
| 3/4-16 | 596 | ft·lb | 5/8″ |
#10 Small-Thread Rows — 10-24 vs 10-32
| Thread | Grade 5 equiv. (in·lb) | Grade 8 equiv. (in·lb) |
|---|---|---|
| 10-24 UNC | 46 | 65 |
| 10-32 UNF | 52 | 74 |
Machine-screw grades vary more than bolt grades — a “Grade 5 equivalent” #10 is an assumption, and many #10 screws are case-hardened or soft brass. Treat these as ceilings for steel machine screws, not targets for hardware-store screws of unknown pedigree.
Dry vs. Oiled Torque: Why Every Chart Has Two Columns
Torque is a poor proxy for preload — roughly 85–90% of the work your wrench does is burned overcoming friction in the threads and under the head, and only the remaining 10–15% actually stretches the bolt. That is why the same M12 class 8.8 bolt needs 97 N·m dry but only 68 N·m oiled to reach the identical 39 kN of preload. The friction share changes, the clamp does not.
The dangerous direction is applying a dry value to a lubricated bolt. Run the 97 N·m dry spec on an oiled M12 and the real preload lands near 55 kN — about 140% of the 75%-of-yield target, deep into permanent stretch territory on a 12.9-grade bolt. The failure is not immediate; the bolt loses fatigue life and the joint loses clamp the first time it cycles. This is the single most common way a correct-looking chart ruins an assembly.
- Match the column to the assembly condition — the condition at install, not at design. A spec that says “oiled” means someone oils every bolt, every time.
- Coatings count as friction condition. Fresh zinc plating behaves near K = 0.20; waxed or phosphated parts closer to 0.16–0.18; black oxide with grit up to 0.25+.
- Never mix charts. A 536 ft·lb proof-load chart value next to this page’s 697 ft·lb yield-load value describes the same bolt with different margins. Pick one convention per project.
Four Torque-Spec Pitfalls That Snap Bolts
OEM manual values always beat the chart
A generic fastener torque chart is a K-factor estimate for a hypothetical joint. Your engine manual, gearbox datasheet, or flange procedure is a measured spec for a real one. Where the two disagree by 10–20% — they will — the manual wins, full stop. Use this page for un-spec'd general hardware.
Stainless dry-seizes at chart values
A2/A4 stainless threads gall under dry torque: friction spikes, the wrench climbs, preload doesn't. Use the B8 column (−10%), always lubricate, and slow the final turns to under 30 rpm. If a stainless nut suddenly needs more torque halfway down, stop — it is seizing, not tightening.
Aluminum hosts need a 0.5–0.6 derate
When the female thread is cut into aluminum or the clamp path includes soft alloy, the limiting stress is the host thread, not the bolt. Take the chart value × 0.5–0.6 (or use steel thread inserts to recover the full value). The bolt survives; the stripped hole is still a failed joint.
Second-run bolts don't follow the table
A reused bolt carries plating wear, thread debris, and work-hardened flanks. Measured K on second-run hardware scatters up to ±35% versus a fresh bolt. For critical joints, spec new fasteners; for reused ones, verify by angle or mark the rotation rather than trusting the wrench click alone.
Metric vs. SAE: Reading One Chart With the Other Wrench
A fastener torque chart is only valid for its own thread system. An M10 is not a 3/8-inch bolt — the M10 has a 10.0 mm major diameter against the 3/8″’s 9.525 mm, and the two carry different stress areas (58.0 vs 57.9 mm² — close — but different pitches and head sizes). The safe cross-reference is torque scale, not torque value: M10 class 8.8 (56 N·m dry) sits where a 3/8 Grade 5 (33 ft·lb ≈ 45 N·m) plus one size of margin would sit. Never torque a metric-marked bolt to an SAE chart number without recomputing from its own As and yield.
The same discipline applies inside a screw torque table: a #10-32 is not a #10-24 even though both are “#10” — the finer pitch raises the stress area from 17.5 to 19.9 thousandths of an in², and the specialty table above prices that difference at about 13% more torque. When the chart has no row for your exact thread, interpolate from the stress area, never from the nominal size.
Bolt Torque Spec FAQ
The size-specific questions this chart gets asked most, answered with the same K-factor model that generated the tables.
What is the torque spec for an M10 bolt?
What is the torque for a 1/4-20 bolt?
How much torque can an M8 bolt take?
Do I torque stainless steel bolts the same as carbon steel?
What is the B7 stud torque for a 3/4-10 stud?
What is the maximum torque spec for a B8 bolt?
How do you calculate HSFG bolt torque?
Is a torque rating in ft·lb the same as N·m converted?
Why does my equipment manual differ from this chart by 10–20%?
What torque does an M10×1.5 fine thread take — is it different from coarse?
Turn a Chart Number Into Your Spec
This bolt torque chart fixes K at 0.20 and 0.14 — the honest middle of each condition — but your joint may not be average: stainless with anti-seize, a heavily greased M20, or a plated 5/8-11 assembled with an impact wrench all shift K. Rather than interpolating a table, open the free bolt torque calculator on the homepage, enter your exact diameter, grade and lubrication, and read the torque plus the min/max assembly range your tool accuracy actually produces. The other bolt calculators cover the rest of the joint — shear, length, weight and bolt circles — so the whole specification stays in one consistent system.
Related Guides & Tools
Tables give the default; these tools and guides give the joint-specific answer.
Related Guides & Resources
Bolt Weight Calculator
Weigh a complete fastener set: hex bolt plus nut and washer options, per-piece and total weight by quantity. Free, instant, no sign-up.
Bolt Shear Calculator
Check bolt shear stress with interactive sliders: bolt count, diameter, single or double shear, grade-based allowable stress and pass/fail safety check.
Bolt Circle Calculator
Get X/Y hole coordinates from a bolt circle: BCD from chord or across-holes measurements, hole angles, uneven spacing — flanges, wheels, chainrings.
Bolt Length Calculator
Work out bolt length from grip, nut height and protrusion: through-bolt, A325 structural, TC bolt and flange stud scenarios, rounded to standard sizes.
Anchor Bolt Calculator
Estimate concrete anchor capacity: breakout tension from embedment, F1554 rod strength, projection above the slab and J-bolt weights — ACI 318 style.
Clearance Hole Size Chart
ISO 273 and ASME B18.2.8 clearance hole charts for M2–M30 and #4–1 inch screws, with fit selection steps and floating/fixed fastener checks.
Hex Bolt & Nut Dimensions Chart
Hex head and hex nut dimensions for M5–M30 and 1/4–1 inch sizes: across flats, head height, nut thickness, heavy hex and SAE–metric conversion.