Stress area: 303.4 mm² · Proof load: 115,292 N · Clamp load (75%): 86,469 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 380.5 | 280.6 | 3367.7 | 3880.0 |
| Oiled | 0.15 | 285.3 | 210.4 | 2525.1 | 2909.3 |
| Zinc Plated | 0.18 | 342.4 | 252.5 | 3030.5 | 3491.5 |
| Waxed | 0.1 | 190.2 | 140.3 | 1683.4 | 1939.5 |
| MoS₂ | 0.12 | 228.3 | 168.4 | 2020.6 | 2328.0 |
| Galvanized | 0.25 | 475.6 | 350.8 | 4209.4 | 4849.8 |
Stress area: 333.01 mm² · Proof load: 126,544 N · Clamp load (75%): 94,908 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 417.6 | 308.0 | 3696.1 | 4258.4 |
| Oiled | 0.15 | 313.2 | 231.0 | 2772.1 | 3193.8 |
| Zinc Plated | 0.18 | 375.8 | 277.2 | 3326.1 | 3832.1 |
| Waxed | 0.1 | 208.8 | 154.0 | 1848.0 | 2129.2 |
| MoS₂ | 0.12 | 250.6 | 184.8 | 2218.0 | 2555.4 |
| Galvanized | 0.25 | 522.0 | 385.0 | 4620.1 | 5322.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 303.4 mm² = 86,469 N
Step 2 — Torque (dry): T = 0.20 × 0.0220 m × 86,469 N = 380.5 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