Bolt torque chart

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What holds a joint together is the preload: the tension in the bolt that clamps the parts. Torque is only the indirect way most people set it. Every chart on this site states the preload first, then the torque that should produce it, with the friction assumption printed in the column heading. All values are computed with the same engine as the bolt torque calculator, and each row opens the calculator with that case loaded.

Which chart to use

Your fastenerChartPreload basis
Metric bolt or screw marked 8.8, 10.9 or 12.9Metric chart, ISO 898-1, M3 to M3675 % of ISO 898-1 proof load
Inch bolt with 3, 6 or no radial head lines (Grade 5, 8, 2)SAE chart, J429, #10 to 1-1/2 in, UNC and UNF75 % of SAE J429 proof load
Heavy hex structural bolt marked A325 or A490 in a steel connectionASTM F3125 chart, 1/2 to 1-1/2 inRCSC (2025) minimum pretension
Stainless, fine pitch, aerospace alloy or a different preloadBolt torque calculatorYour choice

Structural bolts are the exception to the torque-chart habit. The RCSC Specification for Structural Joints does not accept a torque from a table for pretensioned or slip-critical joints. The 2025 edition requires turn-of-nut, twist-off tension-control bolts, direct tension indicators or the combined method. The F3125 chart gives torque estimates for planning only.

What the nut factor K means

The short-form relation T=K F dT = K\,F\,d links torque T, preload F and nominal diameter d through one number, the nut factor K. It is not a friction coefficient. It lumps together thread friction, friction under the head or nut, and the small share of torque that actually stretches the bolt, which is typically only 10 to 15 % of the total. Because friction dominates, the same torque can give very different preloads. At a fixed torque, preload is inversely proportional to K. A bolt torqued to a dry-thread value but assembled with oil can be pushed well past the intended preload.

Bolt conditionK
Non-plated, black finish0.30
Zinc plated0.20
Lubricated0.18
Cadmium plated0.16

Source: Budynas and Nisbett, Shigley’s Mechanical Engineering Design, 10th ed., McGraw-Hill, 2015, Table 8-15. Bickford, An Introduction to the Design and Behavior of Bolted Joints, 4th ed., CRC Press, 2008, discusses how widely measured nut factors scatter for nominally identical parts.

The charts use K 0.20 for plain or zinc-plated steel as received and K 0.15 for a lightly oiled fastener. A third column comes from VDI 2230 Part 1:2015. It splits friction into thread and bearing coefficients (both 0.12) and uses the real thread pitch and head bearing diameter. That method is more physical, but it still needs a friction value you believe. Whatever the method, torque control alone typically leaves a preload scatter of about ±25 %. If the preload matters, calibrate the torque with a torque-tension test on the actual parts or use angle or elongation control.

Quick reference, metric, 75 % of proof load, K 0.20

Metric coarse bolt preload and torque at K 0.20, ISO 898-1 classes 8.8 and 10.9
Thread Class Torque K 0.20 (N·m)Preload 75 % (kN) Calculator
M6 × 1 8.8 10.58.8 Calculate
M6 × 1 10.9 15.012.5 Calculate
M8 × 1.25 8.8 25.515.9 Calculate
M8 × 1.25 10.9 36.522.8 Calculate
M10 × 1.5 8.8 50.525.2 Calculate
M10 × 1.5 10.9 72.236.1 Calculate
M12 × 1.75 8.8 88.036.7 Calculate
M12 × 1.75 10.9 125.952.5 Calculate
M16 × 2 8.8 218.168.2 Calculate
M16 × 2 10.9 312.197.5 Calculate
M20 × 2.5 8.8 440.6110.2 Calculate
M20 × 2.5 10.9 609.5152.4 Calculate
M24 × 3 8.8 761.4158.6 Calculate
M24 × 3 10.9 1053.3219.4 Calculate

ISO 898-1:2013 proof stress, coarse thread, T = 0.20 × F × d. Full chart with K 0.15, VDI 2230 and M3 to M36: metric bolt torque chart.

Quick reference, inch UNC, 75 % of proof load, K 0.20

Inch UNC bolt preload and torque at K 0.20, SAE J429 Grades 5 and 8
Thread Grade Torque K 0.20Preload 75 % (lbf) Calculator
1/4-20 UNC Grade 5 8.5 lbf·ft2,029 Calculate
1/4-20 UNC Grade 8 11.9 lbf·ft2,864 Calculate
5/16-18 UNC Grade 5 17.4 lbf·ft3,342 Calculate
5/16-18 UNC Grade 8 24.6 lbf·ft4,719 Calculate
3/8-16 UNC Grade 5 30.9 lbf·ft4,940 Calculate
3/8-16 UNC Grade 8 43.6 lbf·ft6,974 Calculate
1/2-13 UNC Grade 5 75.4 lbf·ft9,046 Calculate
1/2-13 UNC Grade 8 106 lbf·ft12,771 Calculate
5/8-11 UNC Grade 5 150 lbf·ft14,408 Calculate
5/8-11 UNC Grade 8 212 lbf·ft20,340 Calculate
3/4-10 UNC Grade 5 267 lbf·ft21,322 Calculate
3/4-10 UNC Grade 8 376 lbf·ft30,101 Calculate
1-8 UNC Grade 5 644 lbf·ft38,616 Calculate
1-8 UNC Grade 8 909 lbf·ft54,517 Calculate

SAE J429 (J429_201405) proof stress, UNC thread, T = 0.20 × F × d. Full chart with UNF, Grade 2, K 0.15 and VDI 2230: SAE bolt torque chart.

How to read a row

Take M12 class 8.8. Its proof load is 580 MPa times a stress area of 84.27 mm². The chart uses 75 % of it as the preload. At K 0.20:

Fp=Sp As=580 MPa×84.27 mm2=48.87 kNF=0.75 Fp=36.66 kNT=K F d=0.20×36.66 kN×12 mm=88.0 N⋅m\begin{aligned} F_{\text{p}} &= S_{\text{p}}\,A_{s} = 580\ \text{MPa} \times 84.27\ \text{mm}^{2} = 48.87\ \text{kN} \\ F &= 0.75\,F_{\text{p}} = 36.66\ \text{kN} \\ T &= K\,F\,d = 0.20 \times 36.66\ \text{kN} \times 12\ \text{mm} = 88.0\ \text{N}\cdot\text{m} \end{aligned}

The same bolt oiled, at K 0.15, needs only 66.0 N·m for the same preload. Tightened to 88.0 N·m oiled, it would reach about 48.9 kN, its full proof load. Match the column to the parts on the bench.

None of the charts consider joint stiffness, embedding or external load. They set the assembly preload only. For the full joint analysis, VDI 2230 Part 1 applies.