Stress area: 36.61 mm² · Proof load: 13,912 N · Clamp load (75%): 10,434 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 16.7 | 12.3 | 147.8 | 170.3 |
| Oiled | 0.15 | 12.5 | 9.2 | 110.6 | 127.5 |
| Zinc Plated | 0.18 | 15.0 | 11.1 | 132.8 | 153.0 |
| Waxed | 0.1 | 8.3 | 6.1 | 73.5 | 84.6 |
| MoS₂ | 0.12 | 10.0 | 7.4 | 88.5 | 102.0 |
| Galvanized | 0.25 | 20.9 | 15.4 | 185.0 | 213.1 |
Stress area: 39.17 mm² · Proof load: 14,885 N · Clamp load (75%): 11,163 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 17.9 | 13.2 | 158.4 | 182.5 |
| Oiled | 0.15 | 13.4 | 9.9 | 118.6 | 136.6 |
| Zinc Plated | 0.18 | 16.1 | 11.9 | 142.5 | 164.2 |
| Waxed | 0.1 | 8.9 | 6.6 | 78.8 | 90.8 |
| MoS₂ | 0.12 | 10.7 | 7.9 | 94.7 | 109.1 |
| Galvanized | 0.25 | 22.3 | 16.4 | 197.4 | 227.4 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 36.61 mm² = 10,434 N
Step 2 — Torque (dry): T = 0.20 × 0.0080 m × 10,434 N = 16.7 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