Stress area: 560.59 mm² · Proof load: 213,024 N · Clamp load (75%): 159,768 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 958.6 | 707.0 | 8484.3 | 9775.0 |
| Oiled | 0.15 | 719.0 | 530.3 | 6363.7 | 7331.8 |
| Zinc Plated | 0.18 | 862.7 | 636.3 | 7635.5 | 8797.1 |
| Waxed | 0.1 | 479.3 | 353.5 | 4242.2 | 4887.5 |
| MoS₂ | 0.12 | 575.2 | 424.2 | 5091.0 | 5865.4 |
| Galvanized | 0.25 | 1198.3 | 883.8 | 10605.9 | 12219.3 |
Stress area: 621.2 mm² · Proof load: 236,056 N · Clamp load (75%): 177,042 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1062.3 | 783.5 | 9402.2 | 10832.5 |
| Oiled | 0.15 | 796.7 | 587.6 | 7051.4 | 8124.1 |
| Zinc Plated | 0.18 | 956.0 | 705.1 | 8461.3 | 9748.5 |
| Waxed | 0.1 | 531.1 | 391.7 | 4700.6 | 5415.7 |
| MoS₂ | 0.12 | 637.4 | 470.1 | 5641.5 | 6499.7 |
| Galvanized | 0.25 | 1327.8 | 979.3 | 11752.0 | 13539.8 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 560.59 mm² = 159,768 N
Step 2 — Torque (dry): T = 0.20 × 0.0300 m × 159,768 N = 958.6 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