Stress area: 115.44 mm² · Proof load: 43,867 N · Clamp load (75%): 32,900 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 92.1 | 67.9 | 815.2 | 939.2 |
| Oiled | 0.15 | 69.1 | 51.0 | 611.6 | 704.6 |
| Zinc Plated | 0.18 | 82.9 | 61.1 | 733.7 | 845.3 |
| Waxed | 0.1 | 46.1 | 34.0 | 408.0 | 470.1 |
| MoS₂ | 0.12 | 55.3 | 40.8 | 489.4 | 563.9 |
| Galvanized | 0.25 | 115.2 | 85.0 | 1019.6 | 1174.7 |
Stress area: 124.55 mm² · Proof load: 47,329 N · Clamp load (75%): 35,497 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 99.4 | 73.3 | 879.8 | 1013.6 |
| Oiled | 0.15 | 74.5 | 54.9 | 659.4 | 759.7 |
| Zinc Plated | 0.18 | 89.5 | 66.0 | 792.1 | 912.6 |
| Waxed | 0.1 | 49.7 | 36.7 | 439.9 | 506.8 |
| MoS₂ | 0.12 | 59.6 | 44.0 | 527.5 | 607.8 |
| Galvanized | 0.25 | 124.2 | 91.6 | 1099.3 | 1266.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 115.44 mm² = 32,900 N
Step 2 — Torque (dry): T = 0.20 × 0.0140 m × 32,900 N = 92.1 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