Stress area: 8.78 mm² · Proof load: 2,722 N · Clamp load (75%): 2,041 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1.6 | 1.2 | 14.2 | 16.3 |
| Oiled | 0.15 | 1.2 | 0.9 | 10.6 | 12.2 |
| Zinc Plated | 0.18 | 1.5 | 1.1 | 13.3 | 15.3 |
| Waxed | 0.1 | 0.8 | 0.6 | 7.1 | 8.2 |
| MoS₂ | 0.12 | 1.0 | 0.7 | 8.9 | 10.2 |
| Galvanized | 0.25 | 2.0 | 1.5 | 17.7 | 20.4 |
Stress area: 9.79 mm² · Proof load: 3,035 N · Clamp load (75%): 2,276 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1.8 | 1.3 | 15.9 | 18.4 |
| Oiled | 0.15 | 1.4 | 1.0 | 12.4 | 14.3 |
| Zinc Plated | 0.18 | 1.6 | 1.2 | 14.2 | 16.3 |
| Waxed | 0.1 | 0.9 | 0.7 | 8.0 | 9.2 |
| MoS₂ | 0.12 | 1.1 | 0.8 | 9.7 | 11.2 |
| Galvanized | 0.25 | 2.3 | 1.7 | 20.4 | 23.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 8.78 mm² = 2,041 N
Step 2 — Torque (dry): T = 0.20 × 0.0040 m × 2,041 N = 1.6 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
Light structural connections, furniture assembly, non-load-bearing joints