Stress area: 192.47 mm² · Proof load: 73,139 N · Clamp load (75%): 54,854 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 197.5 | 145.7 | 1748.0 | 2013.9 |
| Oiled | 0.15 | 148.1 | 109.2 | 1310.8 | 1510.2 |
| Zinc Plated | 0.18 | 177.7 | 131.1 | 1572.8 | 1812.0 |
| Waxed | 0.1 | 98.7 | 72.8 | 873.6 | 1006.5 |
| MoS₂ | 0.12 | 118.5 | 87.4 | 1048.8 | 1208.4 |
| Galvanized | 0.25 | 246.8 | 182.0 | 2184.4 | 2516.7 |
Stress area: 216.23 mm² · Proof load: 82,167 N · Clamp load (75%): 61,626 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 221.9 | 163.7 | 1964.0 | 2262.8 |
| Oiled | 0.15 | 166.4 | 122.7 | 1472.8 | 1696.8 |
| Zinc Plated | 0.18 | 199.7 | 147.3 | 1767.5 | 2036.4 |
| Waxed | 0.1 | 110.9 | 81.8 | 981.5 | 1130.9 |
| MoS₂ | 0.12 | 133.1 | 98.2 | 1178.0 | 1357.2 |
| Galvanized | 0.25 | 277.3 | 204.5 | 2454.3 | 2827.7 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 192.47 mm² = 54,854 N
Step 2 — Torque (dry): T = 0.20 × 0.0180 m × 54,854 N = 197.5 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