Stress area: 58.0 mm² · Proof load: 22,040 N · Clamp load (75%): 16,530 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 33.1 | 24.4 | 293.0 | 337.5 |
| Oiled | 0.15 | 24.8 | 18.3 | 219.5 | 252.9 |
| Zinc Plated | 0.18 | 29.8 | 22.0 | 263.8 | 303.9 |
| Waxed | 0.1 | 16.5 | 12.2 | 146.0 | 168.3 |
| MoS₂ | 0.12 | 19.8 | 14.6 | 175.2 | 201.9 |
| Galvanized | 0.25 | 41.3 | 30.5 | 365.5 | 421.1 |
Stress area: 61.2 mm² · Proof load: 23,256 N · Clamp load (75%): 17,442 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 34.9 | 25.7 | 308.9 | 355.9 |
| Oiled | 0.15 | 26.2 | 19.3 | 231.9 | 267.2 |
| Zinc Plated | 0.18 | 31.4 | 23.2 | 277.9 | 320.2 |
| Waxed | 0.1 | 17.4 | 12.8 | 154.0 | 177.4 |
| MoS₂ | 0.12 | 20.9 | 15.4 | 185.0 | 213.1 |
| Galvanized | 0.25 | 43.6 | 32.2 | 385.9 | 444.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 58.0 mm² = 16,530 N
Step 2 — Torque (dry): T = 0.20 × 0.0100 m × 16,530 N = 33.1 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
General industrial fastening, equipment mounting, moderate structural loads