Stress area: 1120.9 mm² · Proof load: 313,852 N · Clamp load (75%): 235,389 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1977.3 | 1458.4 | 17500.6 | 20162.9 |
| Oiled | 0.15 | 1483.0 | 1093.8 | 13125.7 | 15122.4 |
| Zinc Plated | 0.18 | 1779.5 | 1312.5 | 15749.9 | 18145.9 |
| Waxed | 0.1 | 988.6 | 729.2 | 8749.9 | 10081.0 |
| MoS₂ | 0.12 | 1186.4 | 875.0 | 10500.5 | 12098.0 |
| Galvanized | 0.25 | 2471.6 | 1823.0 | 21875.5 | 25203.4 |
Stress area: 1205.7 mm² · Proof load: 337,596 N · Clamp load (75%): 253,197 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 2126.9 | 1568.7 | 18824.7 | 21688.4 |
| Oiled | 0.15 | 1595.1 | 1176.5 | 14117.8 | 16265.6 |
| Zinc Plated | 0.18 | 1914.2 | 1411.8 | 16942.1 | 19519.5 |
| Waxed | 0.1 | 1063.4 | 784.3 | 9411.9 | 10843.7 |
| MoS₂ | 0.12 | 1276.1 | 941.2 | 11294.4 | 13012.6 |
| Galvanized | 0.25 | 2658.6 | 1960.9 | 23530.6 | 27110.3 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 280 MPa × 1120.9 mm² = 235,389 N
Step 2 — Torque (dry): T = 0.20 × 0.0420 m × 235,389 N = 1977.3 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
Moderate-duty industrial applications, machinery guards, medium-strength connections