Stress area: 84.27 mm² · Proof load: 32,023 N · Clamp load (75%): 24,017 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 57.6 | 42.5 | 509.8 | 587.4 |
| Oiled | 0.15 | 43.2 | 31.9 | 382.4 | 440.5 |
| Zinc Plated | 0.18 | 51.9 | 38.3 | 459.4 | 529.2 |
| Waxed | 0.1 | 28.8 | 21.2 | 254.9 | 293.7 |
| MoS₂ | 0.12 | 34.6 | 25.5 | 306.2 | 352.8 |
| Galvanized | 0.25 | 72.1 | 53.2 | 638.1 | 735.2 |
Stress area: 92.07 mm² · Proof load: 34,987 N · Clamp load (75%): 26,240 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 63.0 | 46.5 | 557.6 | 642.4 |
| Oiled | 0.15 | 47.2 | 34.8 | 417.8 | 481.3 |
| Zinc Plated | 0.18 | 56.7 | 41.8 | 501.8 | 578.2 |
| Waxed | 0.1 | 31.5 | 23.2 | 278.8 | 321.2 |
| MoS₂ | 0.12 | 37.8 | 27.9 | 334.6 | 385.5 |
| Galvanized | 0.25 | 78.7 | 58.0 | 696.6 | 802.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 84.27 mm² = 24,017 N
Step 2 — Torque (dry): T = 0.20 × 0.0120 m × 24,017 N = 57.6 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