d
(mm)
d) For structural bolting: 70000 N (M12), 95500 N (M14) and 130000 N (M16)
Proof load is defined as the maximum tensile force that can be applied to a bolt that will not result in plastic deformation. A material must remain in its elastic region when loaded up to its proof load typically between 85-95% of the yield strength. Acceptable clamp load is typically 75% of proof load.
For full table with more Property Classes - rotate the screen!
Thread d (mm) | Pitch P (mm) | Nominal Stress Area As,nom (mm2) | Property Class | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
4.6 | 4.8 | 5.6 | 5.8 | 6.8 | 8.8 | 9.8 | 10.9 | 12.9 | |||
Proof Load - Fp (N) | |||||||||||
M3 | 0.50 | 5.03 | 1130 | 1560 | 1410 | 1910 | 2210 | 2920 | 3270 | 4180 | 4880 |
M3.5 | 0.60 | 6.78 | 1530 | 2100 | 1900 | 2580 | 2980 | 3940 | 4410 | 5630 | 6580 |
M4 | 0.70 | 8.78 | 1980 | 2770 | 2460 | 3340 | 3860 | 5100 | 5710 | 7290 | 8520 |
M5 | 0.80 | 14.2 | 3200 | 4400 | 3980 | 5400 | 6250 | 8230 | 9230 | 11800 | 13800 |
M6 | 1.00 | 20.1 | 4520 | 6230 | 5630 | 7640 | 8840 | 11600 | 13100 | 16700 | 19500 |
M7 | 1.00 | 28.9 | 6500 | 8920 | 8090 | 11000 | 12700 | 16800 | 18800 | 24000 | 28000 |
M8 | 1.25 | 36.6 | 8240 | 11400 | 10200 | 13900 | 16100 | 21200 | 23800 | 30400 | 35500 |
M10 | 1.50 | 58.0 | 13000 | 18000 | 16200 | 22000 | 25500 | 33700 | 37700 | 48100 | 56300 |
M12 | 1.75 | 84.3 | 19000 | 26100 | 23600 | 32000 | 37100 | 48900d) | 54800 | 70000 | 81800 |
M14 | 2.00 | 115 | 25900 | 35600 | 32200 | 43700 | 50600 | 66700d) | 74800 | 95500 | 112000 |
M16 | 2.00 | 157 | 35300 | 48700 | 44000 | 59700 | 69100 | 91000d) | 102000 | 130000 | 152000 |
M18 | 2.50 | 192 | 43200 | 59500 | 53800 | 73000 | 84500 | 115000 | 159000 | 186000 | |
M20 | 2.50 | 245 | 55100 | 76000 | 68600 | 93100 | 108000 | 147000 | 203000 | 238000 | |
M22 | 2.50 | 303 | 68200 | 93900 | 84800 | 115000 | 133000 | 182000 | 252000 | 294000 | |
M24 | 3.00 | 353 | 79400 | 109000 | 98800 | 134000 | 155000 | 212000 | 293000 | 342000 | |
M27 | 3.00 | 459 | 103000 | 142000 | 128000 | 174000 | 202000 | 275000 | 381000 | 445000 | |
M30 | 3.50 | 561 | 126000 | 174000 | 157000 | 213000 | 247000 | 337000 | 466000 | 544000 | |
M33 | 3.50 | 694 | 156000 | 215000 | 194000 | 264000 | 305000 | 416000 | 570000 | 673000 | |
M36 | 4.00 | 817 | 184000 | 253000 | 229000 | 310000 | 359000 | 490000 | 678000 | 792000 | |
M39 | 4.00 | 976 | 220000 | 303000 | 273000 | 371000 | 429000 | 586000 | 810000 | 947000 |
d) For structural bolting: 50700 N (M12), 68800 N (M14) and 94500 N (M16)
For full table with more Property Classes - rotate the screen!
Thread d (mm) | Pitch P (mm) | Nominal Stress Area As,nom (mm2) | Property Class | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
4.6 | 4.8 | 5.6 | 5.8 | 6.8 | 8.8 | 9.8 | 10.9 | 12.9 | |||
Minimum Ultimate Tensile Load - Fm,min (N) | |||||||||||
M8 | 1.00 | 39.2 | 15700 | 16500 | 19600 | 20400 | 23500 | 31360 | 35300 | 40800 | 47800 |
M10 | 1.25 | 61.2 | 24500 | 25700 | 30600 | 31800 | 36700 | 49000 | 55100 | 63600 | 74700 |
M10 | 1.00 | 64.5 | 25800 | 27100 | 32300 | 33500 | 38700 | 51600 | 58100 | 67100 | 78700 |
M12 | 1.50 | 88.1 | 35200 | 37000 | 44100 | 45800 | 52900 | 70500 | 79300 | 91600 | 107000 |
M12 | 1.25 | 92.1 | 36800 | 38700 | 46100 | 47900 | 55300 | 73700 | 82900 | 95800 | 112000 |
M14 | 1.50 | 125 | 50000 | 52500 | 62500 | 65000 | 75000 | 100000 | 112000 | 130000 | 152000 |
M16 | 1.50 | 167 | 66800 | 70100 | 83500 | 86800 | 100000 | 134000 | 150000 | 174000 | 204000 |
M18 | 1.50 | 216 | 86400 | 90700 | 108000 | 112000 | 130000 | 179000 | 225000 | 264000 | |
M20 | 1.50 | 272 | 109000 | 114000 | 136000 | 141000 | 163000 | 226000 | 283000 | 332000 | |
M22 | 1.50 | 333 | 133000 | 140000 | 166000 | 173000 | 200000 | 276000 | 346000 | 406000 | |
M24 | 2.00 | 384 | 154000 | 161000 | 192000 | 200000 | 230000 | 319000 | 399000 | 469000 | |
M27 | 2.00 | 496 | 198000 | 208000 | 248000 | 258000 | 298000 | 412000 | 516000 | 605000 | |
M30 | 2.00 | 621 | 248000 | 261000 | 310000 | 323000 | 373000 | 515000 | 646000 | 758000 | |
M33 | 2.00 | 761 | 304000 | 320000 | 380000 | 396000 | 457000 | 632000 | 791000 | 928000 | |
M36 | 3.00 | 865 | 346000 | 363000 | 432000 | 450000 | 519000 | 718000 | 900000 | 1055000 | |
M39 | 3.00 | 1030 | 412000 | 433000 | 515000 | 536000 | 618000 | 855000 | 1070000 | 1260000 |
For full table with more Property Classes - rotate the screen!
Thread d (mm) | Pitch P (mm) | Nominal Stress Area As,nom (mm2) | Property Class | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
4.6 | 4.8 | 5.6 | 5.8 | 6.8 | 8.8 | 9.8 | 10.9 | 12.9 | |||
Proof Load - Fp (N) | |||||||||||
M8 | 1.00 | 39.2 | 8820 | 12200 | 11000 | 14900 | 17200 | 22700 | 25500 | 32500 | 38000 |
M10 | 1.25 | 61.2 | 13800 | 19000 | 17100 | 23300 | 26900 | 33500 | 39800 | 50800 | 59400 |
M10 | 1.00 | 64.5 | 14500 | 20000 | 18100 | 24500 | 28400 | 37400 | 41900 | 53500 | 62700 |
M12 | 1.50 | 88.1 | 19800 | 27300 | 24700 | 33500 | 38800 | 51100 | 57300 | 73100 | 85500 |
M12 | 1.25 | 92.1 | 20700 | 28600 | 25800 | 35000 | 40500 | 53400 | 59900 | 76300 | 89300 |
M14 | 1.50 | 125 | 28100 | 38800 | 35000 | 47500 | 55000 | 72500 | 81200 | 104000 | 121000 |
M16 | 1.50 | 167 | 27600 | 51800 | 46800 | 63500 | 73500 | 96900 | 109000 | 139000 | 162000 |
M18 | 1.50 | 216 | 48600 | 67000 | 60500 | 82100 | 95000 | 130000 | 179000 | 210000 | |
M20 | 1.50 | 272 | 61200 | 84300 | 76200 | 103000 | 120000 | 163000 | 226000 | 264000 | |
M22 | 1.50 | 333 | 74900 | 103000 | 93200 | 126000 | 146000 | 200000 | 276000 | 323000 | |
M24 | 2.00 | 384 | 86400 | 119000 | 108000 | 146000 | 169000 | 230000 | 319000 | 372000 | |
M27 | 2.00 | 496 | 112000 | 154000 | 139000 | 188000 | 218000 | 298000 | 412000 | 481000 | |
M30 | 2.00 | 621 | 140000 | 192000 | 171000 | 236000 | 273000 | 373000 | 515000 | 602000 | |
M33 | 2.00 | 761 | 171000 | 236000 | 213000 | 289000 | 335000 | 457000 | 632000 | 738000 | |
M36 | 3.00 | 865 | 195000 | 268000 | 242000 | 329000 | 381000 | 519000 | 718000 | 838000 | |
M39 | 3.00 | 1030 | 232000 | 319000 | 288000 | 391000 | 453000 | 618000 | Proof Load | 855000 | 999000 |
Ultimate Tensile and Proof loads for metric bolts according ISO 898-1 "Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs with specified property classes — Coarse thread and fine pitch thread".
Bolts, nuts and threaded rods - torque, tension and loads.
Forces, acceleration, displacement, vectors, motion, momentum, energy of objects and more.
NPT and NPTF pipe threads - dimensions according ANSI/ASME B1.20.1/3.
Tensile stress and Hooke's Law.
Calculate required bolt torque.
Dimensions of metric threads according ISO 724.
ANSI/SO, DIN and JIS bolts.
Minimum ultimate tensile and proof loads for metric bolts with coarse or fine threads.
Minimum ultimate tensile and proof loads for metric bolts with coarse or fine threads.
Recommended thightening torque metric bolts.
Proof loads of metric nuts - coarse and fine threads.
Metric steel bolts, screws and studs - proof and tensile strength.
Lubrication effect on bolt tension and torque.
Screw jacks and effort forces.
Threaded bolts tensile stress area.
Weight rating of threaded hanger rods.
Piping thread standards.
Printable fastener chart.
Tensile strength and proof loads SAE bolts.
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