GOST 22043-76 Studs for Smooth Hole Parts, Product Grade A
GOST 22043-76 · Studs
This is an informational translation of a Russian national standard. The Russian original is authoritative.
Studs for smooth hole parts
Product grade A
Design and dimensions
GOST 22043-76
State Committee of the USSR for Standards
Moscow
State Standard of the Union of Soviet Socialist Republics
| Studs for smooth hole parts Product grade A Construction and dimensions Studs for smooth hole parts. Product grade A Construction and dimensions | GOST 22043-76*Supersedes GOST 11770-66 |
|---|
By Resolution of the State Committee for Standards of the Council of Ministers of the USSR dated August 13, 1976 No. 1934, the effective date was established
from 01.07.78
Reviewed in 1983. By Resolution of Gosstandart dated 14.04.83 No. 1761 the validity period was extended
until 01.01.89
- Reissue (June 1987) with Amendments No. 1, 2,
approved in December 1978, April 1983;
Resolution No. 1759 dated 14.04.83 (IUS 2-79, 8-80, 7-83)
Amendment No. 3 to GOST 22043-76 Studs for smooth hole parts. Product grade A. Construction and dimensions
Approved and put into effect by Resolution of the USSR State Committee for Standards dated 28.04.88 No. 1208
Effective date 01.01.89
Non-compliance with the standard is punishable by law
-
This standard applies to studs with two threaded ends of equal length, with thread diameter from 2 to 48 mm.
-
The design and dimensions of studs shall conform to those shown in the drawing and in Tables 1, 2.
Type 1
Type 2
d₂ is approximately equal to the mean thread diameter. Note. (Deleted, Amendment No. 3).
Table 1
mm
| Nominal thread diameter d | 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | (14) | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Pitch P: | ||||||||||||||||||||
| coarse | 0.4 | 0.45 | 0.5 | 0.7 | 0.8 | 1 | 1.25 | 1.5 | 1.75 | 2 | 2.5 | 3 | 3.5 | 4 | 4.5 | 5 | ||||
| fine | - | - | - | - | - | - | 1 | 1.25 | 1.5 | 2 | 3 | |||||||||
| Shank diameter d₁ | 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | 14 | 16 | 18 | 20 | 22 | 24 | 27 | 30 | 36 | 42 | 48 |
Note. Dimensions in parentheses are not recommended for use.
(Amended edition, Amendment No. 3).
Table 2
mm
| Length of stud; l | Length of threaded end b at nominal thread diameter d | |||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | (14) | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 | |
| 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | |||
| 12 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||
| 14 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||
| 16 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||
| (18) | - | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||
| 20 | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||
| (22) | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||||
| 25 | 10 | - | - | - | - | - | - | - | - | - | - | - | - | - | ||||||
| (28) | 10 | 11 | - | - | - | - | - | - | - | - | - | - | - | - | - | |||||
| 30 | 10 | 11 | 12 | - | - | - | - | - | - | - | - | - | - | - | - | |||||
| (32) | 10 | 11 | 12 | - | - | - | - | - | - | - | - | - | - | - | - | |||||
| 35 | 10 | 11 | 12 | 14 | - | - | - | - | - | - | - | - | - | - | - | - | ||||
| (38) | 10 | 11 | 12 | 14 | - | - | - | - | - | - | - | - | - | - | - | - | ||||
| 40 | 10 | 11 | 12 | 14 | 16 | - | - | - | - | - | - | - | - | - | - | - | ||||
| (42) | 11 | 12 | 14 | 16 | - | - | - | - | - | - | - | - | - | - | - | |||||
| 45 | 11 | 12 | 14 | 16 | 18 | - | - | - | - | - | - | - | - | - | - | - | ||||
| (48) | 11 | 12 | 14 | 16 | 18 | - | - | - | - | - | - | - | - | - | - | - | ||||
| 50 | - | 11 | 12 | 14 | 16 | 18 | - | - | - | - | - | - | - | - | - | - | - | |||
| 55 | - | - | 12 | 14 | 16 | 18 | 22 | - | - | - | - | - | - | - | - | - | ||||
| 60 | - | - | 12 | 14 | 16 | 18 | 22 | - | - | - | - | - | - | - | - | - | ||||
| 65 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | - | - | - | - | - | - | - | - | - | |||
| 70 | - | 12 | 14 | 16 | 18 | 22 | 26 | - | - | - | - | - | - | - | - | |||||
| 75 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | - | - | - | - | - | - | - | - | |||
| 80 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | - | - | - | - | - | - | - | ||||
| 85 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | - | - | - | - | - | - | - | ||||
| 90 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | - | - | - | - | - | - | - | |||
| (95) | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | - | - | - | - | - | - | - | ||
| 100 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | 42 | - | - | - | - | - | - | - | |
| (105) | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | 42 | - | - | - | - | - | - | - | |
| 110 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | 42 | 46 | - | - | - | - | - | - | - |
| (115) | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | 42 | 46 | - | - | - | - | - | - | - |
| 120 | - | - | 12 | 14 | 16 | 18 | 22 | 26 | 30 | 34 | 38 | 42 | 46 | 50 | - | - | - | - | - | - |
| 130 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | - | - | - | - | - |
| 140 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | - | - | - | - | - |
| 150 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | - | - | - | - |
| 160 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | - | - | - | - |
| 170 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | 72 | - | - | - |
| 180 | - | - | 18 | 20 | 90 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | 72 | - | - | - |
| 190 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | 72 | 84 | - | - |
| 200 | - | - | 18 | 20 | 22 | 24 | 28 | 32 | 36 | 40 | 44 | 48 | 52 | 56 | 60 | 66 | 72 | 84 | - | - |
| 220 | - | - | 31 | 33 | 35 | 37 | 41 | 45 | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | - | - |
| 240 | - | - | 31 | 33 | 35 | 37 | 41 | 45 | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | - |
| 260 | - | - | 31 | 33 | 35 | 37 | 41 | 45 | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 280 | - | - | 31 | 33 | 35 | 37 | 41 | 45 | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 300 | - | - | 31 | 33 | 35 | 37 | 41 | 45 | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 320 | - | - | - | - | - | - | - | - | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 340 | - | - | - | - | - | - | - | - | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 360 | - | - | - | - | - | - | - | - | 49 | 53 | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 380 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 400 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 420 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 450 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 480 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
| 500 | - | - | - | - | - | - | - | - | - | - | 57 | 61 | 65 | 69 | 73 | 79 | 85 | 97 | 109 | 121 |
Notes: 1. Dimensions given in brackets are not recommended for use.
- Between the stepped lines, the thread on studs runs the full length; at the customer’s request, full-length thread is permitted for all studs.
(Amended edition, Amendment No. 3).
Example of designation for a stud of design 1 with thread diameter d = 10 mm, coarse thread pitch P = 1.5 mm, tolerance class 6g, length l = 200 mm, property class 5.8, plain (uncoated):
Stud M10 - 6g×200.58 GOST 22043-76
Same, design 2, with fine thread pitch P = 1.25 mm, property class 8.8, made of steel grade 35Kh, with coating 02, 6 μm thick:
Stud 2 M10×1.25 - 8g×200.88-35Kh.026 GOST 22043-76
(Revised edition, Amendment No. 1, 3).
- Thread — per GOST 24705-81.
3a. Thread runout dimensions — per GOST 27148-86.
3b. Dimensional tolerances, form and position deviations of surfaces, inspection methods — per GOST 1759.1-82.
3c. Surface defects and inspection methods for studs — per GOST 1759.2-82.
1-3. (Revised edition, Amendment No. 2, 3).
-
The surface of the smooth shank portion d is not machined when studs are made from calibrated bar stock.
-
Technical requirements — in accordance with GOST 1759.0-86.
(Amended edition, Amendment No. 3).
- The technical mass of studs is given in reference Appendices 1 and 2.
APPENDIX 1
For reference
| Stud length l, mm | Theoretical mass of 1000 pcs of steel studs, design 1, kg, with coarse thread pitch at nominal thread diameter d, mm | |||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | (14) | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 | |
| 10 | 0.187 | 0.301 | 0.441 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | 0.224 | 0.361 | 0.529 | 0.930 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 0.261 | 0.421 | 0.618 | 1.085 | 1.732 | 2.471 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 16 | 0.299 | 0.481 | 0.706 | 1.240 | 1.980 | 2.823 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (18) | 0.336 | 0.541 | 0.794 | 1.395 | 2.227 | 3.176 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 20 | 0.373 | 0.601 | 0.882 | 1.550 | 2.475 | 3.529 | 6.371 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (22) | 0.411 | 0.661 | 0.971 | 1.706 | 2.722 | 3.882 | 7.008 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 25 | 0.497 | 0.751 | 1.103 | 1.938 | 3.094 | 4.412 | 7.964 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (28) | 0.571 | 0.892 | 1.235 | 2.171 | 3.465 | 4.941 | 8.919 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 30 | 0.620 | 0.969 | 1.392 | 2.326 | 3.712 | 5.294 | 9.556 | 15.07 | - | - | - | - | - | - | - | - | - | - | - | - |
| (32) | 0.669 | 1.047 | 1.503 | 2.481 | 3.960 | 5.617 | 10.190 | 16.07 | - | - | - | - | - | - | - | - | - | - | - | |
| 35 | 0.743 | 1.162 | 1.669 | 2.861 | 4.331 | 6.176 | 11.150 | 17.58 | - | - | - | - | - | - | - | - | - | - | - | - |
| (38) | 0.817 | 1.278 | 1.836 | 3.157 | 4.702 | 6.706 | 12.100 | 19.09 | - | - | - | - | - | - | - | - | - | - | - | - |
| 40 | 0.866 | 1.355 | 1.947 | 3.354 | 5.193 | 7.059 | 12.740 | 20.09 | 29.10 | - | - | - | - | - | - | - | - | - | - | - |
| (42) | - | 1.432 | 2.058 | 3.552 | 5.501 | 7.412 | 13.380 | 21.10 | 30.56 | - | - | - | - | - | - | - | - | - | - | - |
| 45 | - | 1.547 | 2.224 | 3.848 | 5.963 | 8.350 | 14.330 | 22.60 | 32.74 | - | - | - | - | - | - | - | - | - | - | |
| (48) | - | 1.663 | 2.390 | 4.143 | 6.426 | 9.016 | 15.290 | 24.11 | 34.92 | - | - | - | - | - | - | - | - | - | - | - |
| 50 | - | 1.740 | 2.501 | 4.341 | 6.734 | 9.460 | 15.930 | 25.11 | 36.38 | - | - | - | - | - | - | - | - | - | - | - |
| 55 | - | - | 2.779 | 4.834 | 7.505 | 10.570 | 18.360 | 27.63 | 40.01 | 54.70 | 73.28 | - | - | - | - | - | - | - | - | - |
| 60 | - | - | 3.056 | 5.327 | 8.275 | 11.680 | 20.320 | 30.14 | 43.65 | 59.67 | 79.95 | - | - | - | - | - | - | - | - | - |
| 65 | - | - | 3.334 | 5.821 | 9.046 | 12.790 | 22.300 | 34.13 | 47.29 | 64.65 | 86.61 | - | - | - | - | - | - | - | - | - |
| 70 | - | - | 3.611 | 6.314 | 9.817 | 13.900 | 24.270 | 37.22 | 50.93 | 69.62 | 93.27 | 115.7 | - | - | - | - | - | - | - | - |
| 75 | - | - | 3.889 | 6.807 | 10.590 | 15.010 | 26.250 | 40.30 | 56.97 | 74.59 | 99.93 | 124.0 | - | - | - | - | - | - | - | - |
| 80 | - | - | 4.166 | 7.300 | 11.360 | 16.120 | 28.220 | 43.38 | 61.41 | 79.56 | 106.60 | 132.3 | 166.6 | - | - | - | - | - | - | - |
| 85 | - | - | 4.443 | 7.793 | 12.130 | 17.230 | 30.190 | 46.46 | 65.85 | 84.54 | 113.30 | 140.5 | 177.0 | - | - | - | - | - | - | - |
| 90 | - | - | 4.721 | 8.287 | 12.900 | 18.340 | 32.170 | 49.55 | 70.28 | 94.21 | 119.90 | 148.8 | 187.4 | - | - | - | - | - | - | - |
| (95) | - | - | 4.998 | 8.780 | 13.670 | 19.450 | 34.140 | 52.63 | 74.72 | 100.20 | 131.20 | 157.1 | 197.8 | - | - | - | - | - | - | - |
| 100 | - | - | 5.276 | 9.273 | 14.44 | 20.56 | 36.11 | 55.71 | 79.16 | 106.3 | 139.1 | 170.8 | 208.2 | - | - | - | - | - | - | - |
| (105) | - | - | 5.553 | 9.766 | 15.21 | 21.67 | 38.08 | 58.79 | 83.60 | 112.3 | 147.0 | 180.8 | 218.6 | - | - | - | - | - | - | - |
| 110 | - | - | 5.831 | 10.260 | 15.98 | 22.78 | 40.06 | 61.88 | 88.04 | 118.4 | 154.9 | 190.8 | 235.9 | - | - | - | - | - | - | - |
| (115) | - | - | 6.108 | 10.750 | 16.75 | 23.89 | 42.03 | 64.96 | 92.48 | 124.4 | 162.8 | 200.8 | 248.2 | - | - | - | - | - | - | |
| 120 | - | - | 6.386 | 11.250 | 17.52 | 25.00 | 44.00 | 68.04 | 96.92 | 130.5 | 170.7 | 210.8 | 260.6 | 315.6 | - | - | - | - | - | |
| 130 | - | - | 6.940 | 12.230 | 19.06 | 27.22 | 47, P5 | 74.21 | 105.80 | 142.5 | 186.5 | 230.8 | 285.2 | 345.5 | 401.9 | - | - | - | - | - |
| 140 | - | - | 7.495 | 13.220 | 20.61 | 29.44 | 51.89 | 80.37 | 114.70 | 154.6 | 202.3 | 250.7 | 309.9 | 375.3 | 437.4 | - | - | - | - | - |
| 150 | - | - | 8.050 | 14.210 | 22.15 | 31.65 | 55.84 | 86.54 | 123.50 | 166.7 | 218.1 | 270.7 | 334.6 | 405.2 | 472.9 | 599.1 | - | - | - | - |
| 160 | - | - | 8.469 | 14.940 | 23.32 | 33.33 | 58.87 | 91.33 | 130.50 | 176.2 | 230.9 | 286.6 | 354.6 | 429.9 | 501.8 | 636.6 | - | - | - | - |
| 170 | - | - | 9.024 | 15.920 | 24.86 | 35.55 | 62.82 | 97.50 | 139.40 | 188.3 | 246.7 | 306.5 | 379.3 | 459.8 | 537.3 | 681.5 | 826.8 | - | - | - |
| 180 | - | - | 9.578 | 16.910 | 26.41 | 37.77 | 66.77 | 103.70 | 148.30 | 200.4 | 262.5 | 326.5 | 403.9 | 489.6 | 572.8 | 726.5 | 882.3 | - | - | - |
| 190 | - | - | 10.130 | 17.900 | 27.95 | 39.99 | 70.71 | 109.80 | 157.10 | 212.5 | 278.2 | 346.5 | 428.6 | 519.4 | 608.3 | 771.4 | 937.8 | 1331 | - | - |
| 200 | - | - | 10.690 | 18.880 | 29.49 | 42.21 | 74.66 | 116.00 | 166.00 | 224.6 | 294.0 | 366.5 | 453.3 | 549.3 | 643.8 | 816.3 | 993.3 | 1411 | - | - |
| 220 | - | - | 11.800 | 20.860 | 32.57 | 46.65 | 82.55 | 128.30 | 183.80 | 248.7 | 325.6 | 406.4 | 502.6 | 609.0 | 714.9 | 906.2 | 1104.0 | 1571 | - | - |
| 240 | - | - | 12.910 | 22.830 | 35.65 | 51.08 | 90.44 | 140.60 | 201.50 | 272.9 | 357.2 | 446.4 | 551.9 | 663.6 | 785.9 | 996.1 | 1215.0 | 1731 | 2330 | - |
| 260 | - | - | 14.020 | 24.800 | 38.74 | 55.52 | 98.33 | 152.90 | 219.30 | 297.1 | 388.7 | 486.3 | 601.2 | 728.3 | 856.9 | 1086.0 | 1326 0 | 1891 | 2547 | 3292 |
| 280 | - | - | 15.130 | 26.780 | 41.82 | 59.96 | 106.20 | 165.30 | 237.00 | 321.2 | 420.3 | 526.3 | 650.6 | 788.0 | 927.9 | 1176.0 | 1437.0 | 2050 | 2765 | 3576 |
| 300 | - | - | 16.240 | 28.750 | 44.90 | 64.40 | 114.10 | 177.60 | 254.80 | 345.4 | 451.8 | 566.2 | 699.9 | 847.7 | 999.0 | 1266.0 | 1548.0 | 2210 | 2982 | 3860 |
| 320 | - | - | - | - | - | - | - | - | 272.60 | 369.6 | 483.4 | 606.2 | 749.3 | 907.4 | 1070.0 | 1356.0 | 1659.0 | 2370 | 3200 | 4144 |
| 340 | - | - | - | - | - | - | - | - | 290.30 | 393.7 | 515.0 | 646.1 | 798.5 | 967.0 | 1141.0 | 1445.0 | 1770.0 | 2529 | 3417 | 4428 |
| 360 | - | - | - | - | - | - | - | - | 308.10 | 417.9 | 546.6 | 686.1 | 847.8 | 1027.0 | 1212.0 | 1535.0 | 1881.0 | 2689 | 3635 | 4713 |
| 380 | - | - | - | - | - | - | - | - | - | - | 578.1 | 726.0 | 897.2 | 1036.0 | 1283.0 | 1625.0 | 1992.0 | 2849 | 3852 | 4997 |
| 400 | - | - | - | - | - | - | - | - | - | - | 609.7 | 766.0 | 946.5 | 1146.0 | 1354.0 | 1715.0 | 2103.0 | 3009 | 4070 | 5281 |
| 420 | - | - | - | - | - | - | - | - | - | - | 641.3 | 805.9 | 995.8 | 1206.0 | 1425.0 | 1805.0 | 2214.0 | 3169 | 4287 | 5565 |
| 450 | - | - | - | - | - | - | - | - | - | - | 688.6 | 865.9 | 1070.0 | 1295.0 | 1532.0 | 1940.0 | 2380.0 | 3109 | 4613 | 5991 |
| 480 | - | - | - | - | - | - | - | - | - | - | 736.0 | 925.8 | 1144.0 | 1385.0 | 1638.0 | 2075.0 | 2547.0 | 3649 | 4939 | 6417 |
| 500 | - | - | - | - | - | - | - | - | - | - | 767.5 | 965.7 | 1193.0 | 1444.0 | 1709.0 | 2165.0 | 2658.0 | 3808 | 5157 | 6701 |
Note. To determine the mass of studs made from other materials, the mass values given in the table shall be multiplied by the coefficient: 0.356 for aluminium alloy; 0.970 for bronze; 1.080 for brass.
(Amended edition, Amendment No. 3).
APPENDIX 2
For reference
| Stud length l, mm | Theoretical mass of 1000 pcs of steel Type 2 studs, kg, with coarse pitch thread, at nominal thread diameter d, mm | |||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 2 | 2.5 | 3 | 4 | 5 | 6 | 8 | 10 | 12 | (14) | 16 | (18) | 20 | (22) | 24 | (27) | 30 | 36 | 42 | 48 | |
| 10 | 0.187 | 0.300 | 0.441 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 12 | 0.224 | 0.361 | 0.529 | 0.929 | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 14 | 0.261 | 0.241 | 0.617 | 1.084 | 1.732 | 2.469 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 16 | 0.299 | 0.481 | 0.706 | 1.239 | 1.979 | 2.822 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (18) | 0.336 | 0.541 | 0.79-1 | 1.394 | 2.226 | 3.175 | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 20 | 0.373 | 0.601 | 0.882 | 1.5-19 | 2.474 | 3.528 | 6.368 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (22) | 0.410 | 0.661 | 0.970 | 1.704 | 2.721 | 3.880 | 7.005 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 25 | 0.466 | 0.751 | 1.102 | 1.936 | 3.092 | 4.410 | 7.960 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| (28) | 0.522 | 0.841 | 1.235 | 2.168 | 3.463 | 4.939 | 8.915 | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 30 | 0.560 | 0.901 | 1.323 | 2.323 | 3.710 | 5.291 | 9.552 | 15.06 | - | - | - | - | - | - | - | - | - | - | - | - |
| (32) | 0.597 | 0.961 | 1.411 | 2.478 | 3.958 | 5.644 | 10.188 | 16.07 | - | - | - | - | - | - | - | - | - | - | - | - |
| 35 | 0.653 | 1.052 | 1.543 | 2.710 | 4.329 | 6.173 | 11.144 | 17.57 | - | - | - | - | - | - | - | - | - | - | - | - |
| (38) | 0.709 | 1.142 | 1.676 | 2.943 | 4.700 | 6.702 | 12.099 | 19.08 | - | - | - | - | - | - | - | - | - | - | - | - |
| 40 | 0.746 | 1.202 | 1.764 | 3.098 | 4.947 | 7.055 | 12.735 | 20.08 | 29.09 | - | - | - | - | - | - | - | - | - | - | - |
| (42) | - | 1.262 | 1.852 | 3.253 | 5.195 | 7.408 | 13.372 | 21.09 | 30.54 | - | - | - | - | - | - | - | - | - | - | - |
| 45 | - | 1.352 | 1.984 | 3.485 | 5.566 | 7.937 | 14.327 | 22.59 | 32.72 | - | - | - | - | - | - | - | - | - | - | - |
| (48) | - | 1.442 | 2.117 | 3.717 | 5.937 | 8.466 | 15.283 | 24.10 | 34.90 | - | - | - | - | - | - | - | - | - | - | - |
| 50 | - | 1.502 | 2.205 | 3.872 | 6.184 | 8.819 | 15.919 | 25.10 | 36.36 | - | - | - | - | - | - | - | - | - | - | - |
| 55 | - | - | 2.425 | 4.259 | 6.802 | 9.701 | 17.511 | 27.61 | 40.00 | 54.67 | 73.25 | - | - | - | - | - | - | - | - | - |
| 60 | - | - | 2.646 | 4.647 | 7.421 | 10.583 | 19.103 | 30.12 | 43.63 | 59.64 | 79.91 | - | - | - | - | - | - | - | - | - |
| 65 | - | - | 2.866 | 5.034 | 8.039 | 11.465 | 20.695 | 32.63 | 47.27 | 64.61 | 86.57 | - | - | - | - | - | - | - | - | - |
| 70 | - | - | 3.087 | 5.421 | 8.658 | 12.347 | 22.287 | 35.14 | 50.90 | 69.59 | 93.23 | 115.7 | - | - | - | - | - | - | - | - |
| 75 | - | - | 3.307 | 5.808 | 9.276 | 13.228 | 23.879 | 37.65 | 54.54 | 74.56 | 99.88 | 123.9 | - | - | - | - | - | - | - | - |
| 80 | - | - | 3.528 | 6.195 | 9.894 | 14.110 | 25.471 | 40.16 | 58.17 | 79.53 | 106.54 | 132.2 | 166.5 | - | - | - | - | - | - | - |
| 85 | - | - | 3.748 | 6.583 | 10.513 | 14.992 | 27.063 | 42.67 | 61.81 | 84.50 | 113.20 | 140.5 | 176.9 | - | - | - | - | - | - | - |
| 90 | - | - | 3.969 | 6.970 | 11.131 | 15.874 | 28.655 | 45.18 | 65.45 | 89.47 | 119.86 | 148.7 | 187.3 | - | - | - | - | - | - | - |
| (95) | - | - | 4.189 | 7.357 | 11.749 | 16.756 | 30.247 | 47.69 | 69.08 | 94.44 | 126.52 | 157.0 | 197.7 | - | - | - | - | - | - | - |
| 100 | - | - | 4.410 | 7.744 | 12.368 | 17.638 | 31.839 | 50.20 | 72.72 | 99.41 | 133.18 | 165.3 | 208.1 | - | - | - | - | - | - | - |
| (105) | - | - | 4.630 | 8.131 | 12.986 | 18.520 | 33.431 | 52.71 | 76.35 | 104.38 | 139.84 | 173.5 | 218.5 | - | - | - | - | - | - | - |
| 110 | - | - | 4.850 | 8.519 | 13.605 | 19.402 | 35.023 | 55.22 | 79.99 | 109.35 | 146.50 | 181.8 | 228.9 | - | - | - | - | - | - | - |
| (115) | - | - | 5.071 | 8.906 | 14.223 | 20.284 | 36.615 | 57.73 | 83.63 | 114.32 | 153.15 | 190.0 | 239.3 | - | - | - | - | - | - | - |
| 120 | - | - | 5.291 | 9.293 | 14.841 | 21.165 | 38.206 | 60.24 | 87.26 | 119.29 | 159.81 | 198.3 | 249.7 | 307.0 | - | - | - | - | - | - |
| 130 | - | - | 5.732 | 10.067 | 16.078 | 22.929 | 41.390 | 65.26 | 94.53 | 129.23 | 173.13 | 214.8 | 270.5 | 332.6 | 389.5 | - | - | - | - | - |
| 140 | - | - | 6.173 | 10.842 | 17.315 | 21.693 | 44.574 | 70.28 | 101.80 | 139.17 | 186.45 | 231.4 | 291.3 | 358.2 | 419.5 | - | - | - | - | - |
| 150 | - | - | 6.614 | 11.616 | 18.552 | 26.157 | 47.758 | 75.31 | 109.08 | 149.11 | 199.77 | 247.9 | 312.1 | 383.8 | 449.5 | 580.1 | - | - | - | - |
| 160 | - | - | 7.055 | 12.391 | 19.789 | 28.221 | 50.942 | 8.3.33 | 116.35 | 159.05 | 213.09 | 264.4 | 332.9 | 409.4 | 479.4 | 618.7 | - | - | - | - |
| 170 | - | - | 7.496 | 13.165 | 21.025 | 29.984 | 54.126 | 85.35 | 123.62 | 168.99 | 226.40 | 280.9 | 353.7 | 434.9 | 509.4 | 657.4 | 805.4 | - | - | - |
| 180 | - | - | 7.937 | 13.939 | 22.262 | 31.748 | 57.310 | 90.37 | 130.89 | 178.93 | 239.72 | 297.5 | 374.6 | 460.5 | 539.4 | 696.1 | 852.7 | - | - | - |
| 190 | - | - | 8.378 | 14.714 | 23.499 | 33.512 | 60.494 | 95.39 | 138.16 | 188.87 | 253.04 | 314.0 | 395.4 | 486.1 | 569.3 | 734.8 | 900.1 | 1306 | - | - |
| 200 | - | - | 8.819 | 15.488 | 24.736 | 35.276 | 63.677 | 100.41 | 145.43 | 198.81 | 266.36 | 330.5 | 416.2 | 511.7 | 599.3 | 773.4 | 947.5 | 1375 | - | - |
| 220 | - | - | 9.701 | 17.037 | 27.209 | 38.803 | 70.015 | 110.45 | 159.98 | 218.69 | 292.99 | 363.6 | 457.8 | 562.9 | 659.2 | 850.8 | 1042.2 | 1513 | - | - |
| 240 | - | - | 10.583 | 18.586 | 29.683 | 42.331 | 76.413 | 120.49 | 174.52 | 238.58 | 319.63 | 396.6 | 499.4 | 614.0 | 719.1 | 928.1 | 1137.0 | 1650 | 2258 | - |
| 260 | - | - | 11.465 | 20.135 | 32.156 | 45.859 | 82.781 | 130.53 | 189.07 | 258.40 | 346.26 | 429.7 | 541.0 | 665.2 | 779.1 | 1005.5 | 1231.7 | 1788 | 2447 | 3209 |
| 280 | - | - | 12.347 | 21.684 | 34.630 | 49.386 | 89.148 | 140.57 | 203.61 | 278.34 | 372.90 | 462.7 | 582.6 | 716.4 | 839.0 | 1082.8 | 1326.5 | 1925 | 2635 | 3456 |
| 300 | - | - | 13.228 | 23.232 | 37.104 | 52.914 | 95.516 | 150.61 | 218.15 | 298.22 | 399.53 | 495.8 | 624.3 | 767.5 | 898.9 | 1160.1 | 1421.2 | 2063 | 2823 | 3702 |
| 320 | - | - | - | - | - | - | - | - | 232.70 | 318.10 | 426.17 | 528.8 | 665.9 | 818.7 | 958.8 | 1237.5 | 1516.0 | 2200 | 3011 | 3949 |
| 340 | - | - | - | - | - | - | - | - | 247.24 | 337.98 | 452.81 | 561.9 | 707.5 | 869.9 | 1018.8 | 1314.8 | 1610.7 | 2338 | 3199 | 4196 |
| 360 | - | - | - | - | - | - | - | - | 261.78 | 357.86 | 479.44 | 594.9 | 749.1 | 921.0 | 1078.7 | 1392.7 | 1705.5 | 2475 | 3388 | 4443 |
| 380 | - | - | - | - | - | - | - | - | - | - | 506.33 | 628.0 | 790.7 | 972.2 | 1138.6 | 1469.5 | 1800.2 | 2613 | 3576 | 4690 |
| 400 | - | - | - | - | - | - | - | - | - | - | 532.98 | 661.0 | 832.3 | 1023.4 | 1198.5 | 1546.9 | 1895.0 | 2750 | 3764 | 4937 |
| 420 | - | - | - | - | - | - | - | - | - | - | 559.63 | 694.1 | 874.0 | 1074.5 | 1258.5 | 1624.2 | 1989.7 | 2888 | 3952 | 5183 |
| 450 | - | - | - | - | - | - | - | - | - | - | 599.60 | 743.7 | 936.4 | 1151.3 | 1348.4 | 1740.2 | 2131.9 | 3094 | 4234 | 5554 |
| 480 | - | - | - | - | - | - | - | - | - | - | 636.58 | 793.2 | 998.8 | 1228.1 | 1438.3 | 1856.2 | 2274.0 | 3300 | 4517 | 5924 |
| 500 | - | - | - | - | - | - | - | - | - | - | 666.23 | 826.3 | 1040.4 | 1279.2 | 1498.2 | 1933.6 | 2368.7 | 3438 | 4705 | 6171 |
Note. To determine the mass of studs made from other materials, the mass values given in the table shall be multiplied by the coefficient: 0.356 for aluminium alloy; 0.970 for bronze; 1.080 for brass.
(Amended edition, Amendment No. 3).
Estimate for the “GOST 22043-76” category
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