SAE Bolt Torque Chart, J429 Grades 2, 5 and 8 (#10 to 1-1/2 in, UNC and UNF)
Published . Last checked . Part of the bolt torque chart set. For any other size, friction or preload, use the bolt torque calculator.
Every row here targets a preload of 75 % of the J429 proof load. Most SAE torque charts give one number per size for "dry" and one for "lubricated", with no word on the preload they aim at. The torques that follow are three estimates for the same preload, so you can see how much the answer depends on friction. Two use T = K F d, at K 0.20 (plain or zinc-plated, as received) and K 0.15 (oiled). The third is the VDI 2230 thread-geometry torque at a friction coefficient of 0.12.
The strengths come from SAE J429 Table 1 and change with size, which is why some rows step down. Grade 2 drops from 55 to 33 ksi proof above 3/4 in, and Grade 5 from 85 to 74 ksi above 1 in. Stress areas use the ASME B1.1 formula As = 0.7854 (d − 0.9743/n)², which gives the B1.1 tabulated values (0.1419 in² for 1/2-13). Torques under 1/4 in are in lbf·in, larger sizes in lbf·ft. The 1/2-13 Grade 5 row (12,061 lbf proof, 9,046 lbf preload, 75.4 lbf·ft at K 0.20) is one of the check cases for the bolt torque calculator.
What the columns assume
| Column | Basis |
|---|---|
| Thread | ASME B1.1 UNC and UNF, threads per inch after the size. |
| As | 0.7854 (d − 0.9743/n)², in². |
| Proof load | Proof stress × As (SAE J429 Table 1), lbf. |
| Preload 75 % | 0.75 × proof load, lbf. |
| Torque K 0.20 and K 0.15 | T = K F d with the 75 % preload. |
| Torque VDI 2230, μ 0.12 | Thread and bearing friction 0.12, hex cap screw bearing face about 0.95 × across flats (ASME B18.2.1), clearance hole d + 1/32 in to 7/16 in and d + 1/16 in above. |
| Calculate | Opens the calculator in inch units with that row loaded. |
Torque chart, SAE J429 Grades 2, 5 and 8
| Thread | Grade | Torque K 0.20 | Torque K 0.15 | Torque VDI 2230, μ 0.12 | Preload 75 % (lbf) | As (in²) | Proof stress (ksi) | Proof load (lbf) | Calculator |
|---|---|---|---|---|---|---|---|---|---|
| #10-24 UNC | Grade 2 (J429 extrapolated) | 27.5 lbf·in | 20.6 lbf·in | 25.6 lbf·in | 723 | 0.0175 | 55 | 964 | Calculate |
| #10-24 UNC | Grade 5 (J429 extrapolated) | 42.5 lbf·in | 31.9 lbf·in | 39.5 lbf·in | 1,118 | 0.0175 | 85 | 1,490 | Calculate |
| #10-24 UNC | Grade 8 (J429 extrapolated) | 60.0 lbf·in | 45.0 lbf·in | 55.8 lbf·in | 1,578 | 0.0175 | 120 | 2,104 | Calculate |
| #10-32 UNF | Grade 2 (J429 extrapolated) | 31.3 lbf·in | 23.5 lbf·in | 28.2 lbf·in | 825 | 0.0200 | 55 | 1,100 | Calculate |
| #10-32 UNF | Grade 5 (J429 extrapolated) | 48.4 lbf·in | 36.3 lbf·in | 43.5 lbf·in | 1,275 | 0.0200 | 85 | 1,699 | Calculate |
| #10-32 UNF | Grade 8 (J429 extrapolated) | 68.4 lbf·in | 51.3 lbf·in | 61.4 lbf·in | 1,799 | 0.0200 | 120 | 2,399 | Calculate |
| 1/4-20 UNC | Grade 2 | 5.5 lbf·ft | 4.1 lbf·ft | 4.8 lbf·ft | 1,313 | 0.0318 | 55 | 1,750 | Calculate |
| 1/4-20 UNC | Grade 5 | 8.5 lbf·ft | 6.3 lbf·ft | 7.4 lbf·ft | 2,029 | 0.0318 | 85 | 2,705 | Calculate |
| 1/4-20 UNC | Grade 8 | 11.9 lbf·ft | 8.9 lbf·ft | 10.5 lbf·ft | 2,864 | 0.0318 | 120 | 3,819 | Calculate |
| 1/4-28 UNF | Grade 2 | 6.3 lbf·ft | 4.7 lbf·ft | 5.3 lbf·ft | 1,500 | 0.0364 | 55 | 2,001 | Calculate |
| 1/4-28 UNF | Grade 5 | 9.7 lbf·ft | 7.2 lbf·ft | 8.2 lbf·ft | 2,319 | 0.0364 | 85 | 3,092 | Calculate |
| 1/4-28 UNF | Grade 8 | 13.6 lbf·ft | 10.2 lbf·ft | 11.6 lbf·ft | 3,274 | 0.0364 | 120 | 4,365 | Calculate |
| 5/16-18 UNC | Grade 2 | 11.3 lbf·ft | 8.4 lbf·ft | 9.5 lbf·ft | 2,163 | 0.0524 | 55 | 2,884 | Calculate |
| 5/16-18 UNC | Grade 5 | 17.4 lbf·ft | 13.1 lbf·ft | 14.7 lbf·ft | 3,342 | 0.0524 | 85 | 4,457 | Calculate |
| 5/16-18 UNC | Grade 8 | 24.6 lbf·ft | 18.4 lbf·ft | 20.7 lbf·ft | 4,719 | 0.0524 | 120 | 6,292 | Calculate |
| 5/16-24 UNF | Grade 2 | 12.5 lbf·ft | 9.4 lbf·ft | 10.2 lbf·ft | 2,395 | 0.0581 | 55 | 3,194 | Calculate |
| 5/16-24 UNF | Grade 5 | 19.3 lbf·ft | 14.5 lbf·ft | 15.8 lbf·ft | 3,702 | 0.0581 | 85 | 4,936 | Calculate |
| 5/16-24 UNF | Grade 8 | 27.2 lbf·ft | 20.4 lbf·ft | 22.3 lbf·ft | 5,226 | 0.0581 | 120 | 6,968 | Calculate |
| 3/8-16 UNC | Grade 2 | 20.0 lbf·ft | 15.0 lbf·ft | 16.4 lbf·ft | 3,196 | 0.0775 | 55 | 4,262 | Calculate |
| 3/8-16 UNC | Grade 5 | 30.9 lbf·ft | 23.2 lbf·ft | 25.3 lbf·ft | 4,940 | 0.0775 | 85 | 6,587 | Calculate |
| 3/8-16 UNC | Grade 8 | 43.6 lbf·ft | 32.7 lbf·ft | 35.7 lbf·ft | 6,974 | 0.0775 | 120 | 9,299 | Calculate |
| 3/8-24 UNF | Grade 2 | 22.6 lbf·ft | 17.0 lbf·ft | 17.8 lbf·ft | 3,623 | 0.0878 | 55 | 4,831 | Calculate |
| 3/8-24 UNF | Grade 5 | 35.0 lbf·ft | 26.2 lbf·ft | 27.6 lbf·ft | 5,599 | 0.0878 | 85 | 7,465 | Calculate |
| 3/8-24 UNF | Grade 8 | 49.4 lbf·ft | 37.1 lbf·ft | 38.9 lbf·ft | 7,905 | 0.0878 | 120 | 10,539 | Calculate |
| 7/16-14 UNC | Grade 2 | 32.0 lbf·ft | 24.0 lbf·ft | 25.8 lbf·ft | 4,385 | 0.1063 | 55 | 5,847 | Calculate |
| 7/16-14 UNC | Grade 5 | 49.4 lbf·ft | 37.1 lbf·ft | 39.8 lbf·ft | 6,777 | 0.1063 | 85 | 9,036 | Calculate |
| 7/16-14 UNC | Grade 8 | 69.8 lbf·ft | 52.3 lbf·ft | 56.2 lbf·ft | 9,568 | 0.1063 | 120 | 12,757 | Calculate |
| 7/16-20 UNF | Grade 2 | 35.7 lbf·ft | 26.8 lbf·ft | 27.8 lbf·ft | 4,897 | 0.1187 | 55 | 6,529 | Calculate |
| 7/16-20 UNF | Grade 5 | 55.2 lbf·ft | 41.4 lbf·ft | 42.9 lbf·ft | 7,568 | 0.1187 | 85 | 10,091 | Calculate |
| 7/16-20 UNF | Grade 8 | 77.9 lbf·ft | 58.4 lbf·ft | 60.6 lbf·ft | 10,684 | 0.1187 | 120 | 14,246 | Calculate |
| 1/2-13 UNC | Grade 2 | 48.8 lbf·ft | 36.6 lbf·ft | 39.9 lbf·ft | 5,853 | 0.1419 | 55 | 7,804 | Calculate |
| 1/2-13 UNC | Grade 5 | 75.4 lbf·ft | 56.5 lbf·ft | 61.7 lbf·ft | 9,046 | 0.1419 | 85 | 12,061 | Calculate |
| 1/2-13 UNC | Grade 8 | 106 lbf·ft | 79.8 lbf·ft | 87.1 lbf·ft | 12,771 | 0.1419 | 120 | 17,028 | Calculate |
| 1/2-20 UNF | Grade 2 | 55.0 lbf·ft | 41.2 lbf·ft | 43.3 lbf·ft | 6,598 | 0.1600 | 55 | 8,797 | Calculate |
| 1/2-20 UNF | Grade 5 | 85.0 lbf·ft | 63.7 lbf·ft | 67.0 lbf·ft | 10,197 | 0.1600 | 85 | 13,596 | Calculate |
| 1/2-20 UNF | Grade 8 | 120 lbf·ft | 90.0 lbf·ft | 94.5 lbf·ft | 14,396 | 0.1600 | 120 | 19,194 | Calculate |
| 9/16-12 UNC | Grade 2 | 70.4 lbf·ft | 52.8 lbf·ft | 56.7 lbf·ft | 7,505 | 0.1819 | 55 | 10,007 | Calculate |
| 9/16-12 UNC | Grade 5 | 109 lbf·ft | 81.6 lbf·ft | 87.6 lbf·ft | 11,599 | 0.1819 | 85 | 15,465 | Calculate |
| 9/16-12 UNC | Grade 8 | 154 lbf·ft | 115 lbf·ft | 124 lbf·ft | 16,375 | 0.1819 | 120 | 21,833 | Calculate |
| 9/16-18 UNF | Grade 2 | 78.5 lbf·ft | 58.9 lbf·ft | 61.0 lbf·ft | 8,373 | 0.2030 | 55 | 11,164 | Calculate |
| 9/16-18 UNF | Grade 5 | 121 lbf·ft | 91.0 lbf·ft | 94.3 lbf·ft | 12,940 | 0.2030 | 85 | 17,253 | Calculate |
| 9/16-18 UNF | Grade 8 | 171 lbf·ft | 128 lbf·ft | 133 lbf·ft | 18,268 | 0.2030 | 120 | 24,358 | Calculate |
| 5/8-11 UNC | Grade 2 | 97.1 lbf·ft | 72.8 lbf·ft | 78.7 lbf·ft | 9,323 | 0.2260 | 55 | 12,430 | Calculate |
| 5/8-11 UNC | Grade 5 | 150 lbf·ft | 113 lbf·ft | 122 lbf·ft | 14,408 | 0.2260 | 85 | 19,210 | Calculate |
| 5/8-11 UNC | Grade 8 | 212 lbf·ft | 159 lbf·ft | 172 lbf·ft | 20,340 | 0.2260 | 120 | 27,120 | Calculate |
| 5/8-18 UNF | Grade 2 | 110 lbf·ft | 82.5 lbf·ft | 85.5 lbf·ft | 10,558 | 0.2560 | 55 | 14,078 | Calculate |
| 5/8-18 UNF | Grade 5 | 170 lbf·ft | 127 lbf·ft | 132 lbf·ft | 16,317 | 0.2560 | 85 | 21,756 | Calculate |
| 5/8-18 UNF | Grade 8 | 240 lbf·ft | 180 lbf·ft | 187 lbf·ft | 23,036 | 0.2560 | 120 | 30,715 | Calculate |
| 3/4-10 UNC | Grade 2 | 172 lbf·ft | 129 lbf·ft | 138 lbf·ft | 13,797 | 0.3345 | 55 | 18,395 | Calculate |
| 3/4-10 UNC | Grade 5 | 267 lbf·ft | 200 lbf·ft | 213 lbf·ft | 21,322 | 0.3345 | 85 | 28,429 | Calculate |
| 3/4-10 UNC | Grade 8 | 376 lbf·ft | 282 lbf·ft | 301 lbf·ft | 30,101 | 0.3345 | 120 | 40,135 | Calculate |
| 3/4-16 UNF | Grade 2 | 192 lbf·ft | 144 lbf·ft | 148 lbf·ft | 15,385 | 0.3730 | 55 | 20,513 | Calculate |
| 3/4-16 UNF | Grade 5 | 297 lbf·ft | 223 lbf·ft | 229 lbf·ft | 23,776 | 0.3730 | 85 | 31,702 | Calculate |
| 3/4-16 UNF | Grade 8 | 420 lbf·ft | 315 lbf·ft | 324 lbf·ft | 33,566 | 0.3730 | 120 | 44,755 | Calculate |
| 7/8-9 UNC | Grade 2 | 167 lbf·ft | 125 lbf·ft | 133 lbf·ft | 11,428 | 0.4617 | 33 | 15,237 | Calculate |
| 7/8-9 UNC | Grade 5 | 429 lbf·ft | 322 lbf·ft | 341 lbf·ft | 29,436 | 0.4617 | 85 | 39,247 | Calculate |
| 7/8-9 UNC | Grade 8 | 606 lbf·ft | 455 lbf·ft | 482 lbf·ft | 41,556 | 0.4617 | 120 | 55,408 | Calculate |
| 7/8-14 UNF | Grade 2 | 184 lbf·ft | 138 lbf·ft | 141 lbf·ft | 12,609 | 0.5095 | 33 | 16,813 | Calculate |
| 7/8-14 UNF | Grade 5 | 474 lbf·ft | 355 lbf·ft | 364 lbf·ft | 32,479 | 0.5095 | 85 | 43,305 | Calculate |
| 7/8-14 UNF | Grade 8 | 669 lbf·ft | 502 lbf·ft | 514 lbf·ft | 45,853 | 0.5095 | 120 | 61,137 | Calculate |
| 1-8 UNC | Grade 2 | 250 lbf·ft | 187 lbf·ft | 198 lbf·ft | 14,992 | 0.6057 | 33 | 19,990 | Calculate |
| 1-8 UNC | Grade 5 | 644 lbf·ft | 483 lbf·ft | 510 lbf·ft | 38,616 | 0.6057 | 85 | 51,488 | Calculate |
| 1-8 UNC | Grade 8 | 909 lbf·ft | 681 lbf·ft | 720 lbf·ft | 54,517 | 0.6057 | 120 | 72,689 | Calculate |
| 1-12 UNF | Grade 2 | 274 lbf·ft | 205 lbf·ft | 210 lbf·ft | 16,410 | 0.6630 | 33 | 21,880 | Calculate |
| 1-12 UNF | Grade 5 | 704 lbf·ft | 528 lbf·ft | 542 lbf·ft | 42,269 | 0.6630 | 85 | 56,359 | Calculate |
| 1-12 UNF | Grade 8 | 995 lbf·ft | 746 lbf·ft | 765 lbf·ft | 59,674 | 0.6630 | 120 | 79,565 | Calculate |
| 1-1/8-7 UNC | Grade 2 | 354 lbf·ft | 266 lbf·ft | 281 lbf·ft | 18,891 | 0.7633 | 33 | 25,188 | Calculate |
| 1-1/8-7 UNC | Grade 5 | 794 lbf·ft | 596 lbf·ft | 630 lbf·ft | 42,362 | 0.7633 | 74 | 56,482 | Calculate |
| 1-1/8-7 UNC | Grade 8 | 1,288 lbf·ft | 966 lbf·ft | 1,021 lbf·ft | 68,695 | 0.7633 | 120 | 91,593 | Calculate |
| 1-1/8-12 UNF | Grade 2 | 397 lbf·ft | 298 lbf·ft | 303 lbf·ft | 21,179 | 0.8557 | 33 | 28,239 | Calculate |
| 1-1/8-12 UNF | Grade 5 | 890 lbf·ft | 668 lbf·ft | 679 lbf·ft | 47,493 | 0.8557 | 74 | 63,323 | Calculate |
| 1-1/8-12 UNF | Grade 8 | 1,444 lbf·ft | 1,083 lbf·ft | 1,101 lbf·ft | 77,015 | 0.8557 | 120 | 102,687 | Calculate |
| 1-1/4-7 UNC | Grade 2 | 500 lbf·ft | 375 lbf·ft | 392 lbf·ft | 23,986 | 0.9691 | 33 | 31,981 | Calculate |
| 1-1/4-7 UNC | Grade 5 | 1,121 lbf·ft | 840 lbf·ft | 879 lbf·ft | 53,786 | 0.9691 | 74 | 71,714 | Calculate |
| 1-1/4-7 UNC | Grade 8 | 1,817 lbf·ft | 1,363 lbf·ft | 1,426 lbf·ft | 87,220 | 0.9691 | 120 | 116,293 | Calculate |
| 1-1/4-12 UNF | Grade 2 | 553 lbf·ft | 415 lbf·ft | 419 lbf·ft | 26,555 | 1.0729 | 33 | 35,407 | Calculate |
| 1-1/4-12 UNF | Grade 5 | 1,241 lbf·ft | 930 lbf·ft | 940 lbf·ft | 59,548 | 1.0729 | 74 | 79,398 | Calculate |
| 1-1/4-12 UNF | Grade 8 | 2,012 lbf·ft | 1,509 lbf·ft | 1,524 lbf·ft | 96,565 | 1.0729 | 120 | 128,753 | Calculate |
| 1-3/8-6 UNC | Grade 2 | 655 lbf·ft | 491 lbf·ft | 516 lbf·ft | 28,583 | 1.1549 | 33 | 38,111 | Calculate |
| 1-3/8-6 UNC | Grade 5 | 1,469 lbf·ft | 1,102 lbf·ft | 1,158 lbf·ft | 64,096 | 1.1549 | 74 | 85,461 | Calculate |
| 1-3/8-6 UNC | Grade 8 | 2,382 lbf·ft | 1,786 lbf·ft | 1,877 lbf·ft | 103,939 | 1.1549 | 120 | 138,586 | Calculate |
| 1-3/8-12 UNF | Grade 2 | 746 lbf·ft | 559 lbf·ft | 562 lbf·ft | 32,539 | 1.3147 | 33 | 43,386 | Calculate |
| 1-3/8-12 UNF | Grade 5 | 1,672 lbf·ft | 1,254 lbf·ft | 1,260 lbf·ft | 72,967 | 1.3147 | 74 | 97,289 | Calculate |
| 1-3/8-12 UNF | Grade 8 | 2,712 lbf·ft | 2,034 lbf·ft | 2,043 lbf·ft | 118,324 | 1.3147 | 120 | 157,765 | Calculate |
| 1-1/2-6 UNC | Grade 2 | 869 lbf·ft | 652 lbf·ft | 680 lbf·ft | 34,780 | 1.4053 | 33 | 46,373 | Calculate |
| 1-1/2-6 UNC | Grade 5 | 1,950 lbf·ft | 1,462 lbf·ft | 1,524 lbf·ft | 77,991 | 1.4053 | 74 | 103,989 | Calculate |
| 1-1/2-6 UNC | Grade 8 | 3,162 lbf·ft | 2,371 lbf·ft | 2,472 lbf·ft | 126,473 | 1.4053 | 120 | 168,630 | Calculate |
| 1-1/2-12 UNF | Grade 2 | 978 lbf·ft | 734 lbf·ft | 734 lbf·ft | 39,130 | 1.5810 | 33 | 52,174 | Calculate |
| 1-1/2-12 UNF | Grade 5 | 2,194 lbf·ft | 1,645 lbf·ft | 1,645 lbf·ft | 87,747 | 1.5810 | 74 | 116,996 | Calculate |
| 1-1/2-12 UNF | Grade 8 | 3,557 lbf·ft | 2,668 lbf·ft | 2,668 lbf·ft | 142,292 | 1.5810 | 120 | 189,723 | Calculate |
Source: SAE J429 (J429_201405), Table 1 (proof, yield and tensile strength by size); ASME B1.1-2019 (thread series and stress area); VDI 2230 Part 1:2015 for the thread-geometry torque. J429 covers 1/4 to 1-1/2 in. The #10 rows, marked "J429 extrapolated", use the 1/4 in strengths and are not J429 values.
Notes
- A fine thread has a larger stress area and so a higher proof load and torque than the coarse thread of the same size.
- Plated and waxed fasteners can be well below K 0.15. Over-torquing with a lubricated fastener is the usual way to yield a Grade 8 bolt.
- Torque values are estimates. Torque control alone gives about ±25 % preload scatter.
- For metric bolts see the ISO 898-1 chart. For structural bolts see the ASTM F3125 chart.