Stress area: 84.27 mm² · Proof load: 26,124 N · Clamp load (75%): 19,593 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 47.0 | 34.7 | 416.0 | 479.3 |
| Oiled | 0.15 | 35.3 | 26.0 | 312.4 | 360.0 |
| Zinc Plated | 0.18 | 42.3 | 31.2 | 374.4 | 431.3 |
| Waxed | 0.1 | 23.5 | 17.3 | 208.0 | 239.6 |
| MoS₂ | 0.12 | 28.2 | 20.8 | 249.6 | 287.6 |
| Galvanized | 0.25 | 58.8 | 43.4 | 520.4 | 599.6 |
Stress area: 92.07 mm² · Proof load: 28,542 N · Clamp load (75%): 21,406 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 51.4 | 37.9 | 454.9 | 524.1 |
| Oiled | 0.15 | 38.5 | 28.4 | 340.8 | 392.6 |
| Zinc Plated | 0.18 | 46.2 | 34.1 | 408.9 | 471.1 |
| Waxed | 0.1 | 25.7 | 19.0 | 227.5 | 262.1 |
| MoS₂ | 0.12 | 30.8 | 22.7 | 272.6 | 314.1 |
| Galvanized | 0.25 | 64.2 | 47.4 | 568.2 | 654.7 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 84.27 mm² = 19,593 N
Step 2 — Torque (dry): T = 0.20 × 0.0120 m × 19,593 N = 47.0 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