Stress area: 14.18 mm² · Proof load: 5,388 N · Clamp load (75%): 4,041 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 4.0 | 3.0 | 35.4 | 40.8 |
| Oiled | 0.15 | 3.0 | 2.2 | 26.6 | 30.6 |
| Zinc Plated | 0.18 | 3.6 | 2.7 | 31.9 | 36.7 |
| Waxed | 0.1 | 2.0 | 1.5 | 17.7 | 20.4 |
| MoS₂ | 0.12 | 2.4 | 1.8 | 21.2 | 24.5 |
| Galvanized | 0.25 | 5.1 | 3.8 | 45.1 | 52.0 |
Stress area: 16.13 mm² · Proof load: 6,129 N · Clamp load (75%): 4,597 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 4.6 | 3.4 | 40.7 | 46.9 |
| Oiled | 0.15 | 3.4 | 2.5 | 30.1 | 34.7 |
| Zinc Plated | 0.18 | 4.1 | 3.0 | 36.3 | 41.8 |
| Waxed | 0.1 | 2.3 | 1.7 | 20.4 | 23.5 |
| MoS₂ | 0.12 | 2.8 | 2.1 | 24.8 | 28.6 |
| Galvanized | 0.25 | 5.7 | 4.2 | 50.4 | 58.1 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 14.18 mm² = 4,041 N
Step 2 — Torque (dry): T = 0.20 × 0.0050 m × 4,041 N = 4.0 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