Stress area: 352.5 mm² · Proof load: 133,950 N · Clamp load (75%): 100,462 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 482.2 | 355.7 | 4267.8 | 4917.1 |
| Oiled | 0.15 | 361.7 | 266.8 | 3201.3 | 3688.3 |
| Zinc Plated | 0.18 | 434.0 | 320.1 | 3841.2 | 4425.6 |
| Waxed | 0.1 | 241.1 | 177.8 | 2133.9 | 2458.5 |
| MoS₂ | 0.12 | 289.3 | 213.4 | 2560.5 | 2950.0 |
| Galvanized | 0.25 | 602.8 | 444.6 | 5335.2 | 6146.9 |
Stress area: 384.42 mm² · Proof load: 146,080 N · Clamp load (75%): 109,560 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 525.9 | 387.9 | 4654.6 | 5362.7 |
| Oiled | 0.15 | 394.4 | 290.9 | 3490.7 | 4021.8 |
| Zinc Plated | 0.18 | 473.3 | 349.1 | 4189.1 | 4826.3 |
| Waxed | 0.1 | 262.9 | 193.9 | 2326.9 | 2680.8 |
| MoS₂ | 0.12 | 315.5 | 232.7 | 2792.4 | 3217.2 |
| Galvanized | 0.25 | 657.4 | 484.9 | 5818.5 | 6703.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 352.5 mm² = 100,462 N
Step 2 — Torque (dry): T = 0.20 × 0.0240 m × 100,462 N = 482.2 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