Stress area: 244.79 mm² · Proof load: 75,885 N · Clamp load (75%): 56,914 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 227.7 | 167.9 | 2015.3 | 2321.9 |
| Oiled | 0.15 | 170.7 | 125.9 | 1510.8 | 1740.7 |
| Zinc Plated | 0.18 | 204.9 | 151.1 | 1813.5 | 2089.4 |
| Waxed | 0.1 | 113.8 | 83.9 | 1007.2 | 1160.4 |
| MoS₂ | 0.12 | 136.6 | 100.8 | 1209.0 | 1392.9 |
| Galvanized | 0.25 | 284.6 | 209.9 | 2518.9 | 2902.1 |
Stress area: 271.5 mm² · Proof load: 84,165 N · Clamp load (75%): 63,124 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 252.5 | 186.2 | 2234.8 | 2574.8 |
| Oiled | 0.15 | 189.4 | 139.7 | 1676.3 | 1931.3 |
| Zinc Plated | 0.18 | 227.2 | 167.6 | 2010.9 | 2316.8 |
| Waxed | 0.1 | 126.2 | 93.1 | 1117.0 | 1286.9 |
| MoS₂ | 0.12 | 151.5 | 111.7 | 1340.9 | 1544.9 |
| Galvanized | 0.25 | 315.6 | 232.8 | 2793.3 | 3218.2 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 244.79 mm² = 56,914 N
Step 2 — Torque (dry): T = 0.20 × 0.0200 m × 56,914 N = 227.7 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
Light structural connections, furniture assembly, non-load-bearing joints