Stress area: 20.12 mm² · Proof load: 7,646 N · Clamp load (75%): 5,734 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 6.9 | 5.1 | 61.1 | 70.4 |
| Oiled | 0.15 | 5.2 | 3.8 | 46.0 | 53.0 |
| Zinc Plated | 0.18 | 6.2 | 4.6 | 54.9 | 63.2 |
| Waxed | 0.1 | 3.4 | 2.5 | 30.1 | 34.7 |
| MoS₂ | 0.12 | 4.1 | 3.0 | 36.3 | 41.8 |
| Galvanized | 0.25 | 8.6 | 6.3 | 76.1 | 87.7 |
Stress area: 22.03 mm² · Proof load: 8,371 N · Clamp load (75%): 6,279 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 7.5 | 5.5 | 66.4 | 76.5 |
| Oiled | 0.15 | 5.7 | 4.2 | 50.4 | 58.1 |
| Zinc Plated | 0.18 | 6.8 | 5.0 | 60.2 | 69.3 |
| Waxed | 0.1 | 3.8 | 2.8 | 33.6 | 38.7 |
| MoS₂ | 0.12 | 4.5 | 3.3 | 39.8 | 45.9 |
| Galvanized | 0.25 | 9.4 | 6.9 | 83.2 | 95.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 20.12 mm² = 5,734 N
Step 2 — Torque (dry): T = 0.20 × 0.0060 m × 5,734 N = 6.9 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