Stress area: 36.61 mm² · Proof load: 11,349 N · Clamp load (75%): 8,512 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 13.6 | 10.0 | 120.4 | 138.7 |
| Oiled | 0.15 | 10.2 | 7.5 | 90.3 | 104.0 |
| Zinc Plated | 0.18 | 12.3 | 9.1 | 108.9 | 125.4 |
| Waxed | 0.1 | 6.8 | 5.0 | 60.2 | 69.3 |
| MoS₂ | 0.12 | 8.2 | 6.0 | 72.6 | 83.6 |
| Galvanized | 0.25 | 17.0 | 12.5 | 150.5 | 173.4 |
Stress area: 39.17 mm² · Proof load: 12,143 N · Clamp load (75%): 9,107 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 14.6 | 10.8 | 129.2 | 148.9 |
| Oiled | 0.15 | 10.9 | 8.0 | 96.5 | 111.1 |
| Zinc Plated | 0.18 | 13.1 | 9.7 | 115.9 | 133.6 |
| Waxed | 0.1 | 7.3 | 5.4 | 64.6 | 74.4 |
| MoS₂ | 0.12 | 8.7 | 6.4 | 77.0 | 88.7 |
| Galvanized | 0.25 | 18.2 | 13.4 | 161.1 | 185.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 36.61 mm² = 8,512 N
Step 2 — Torque (dry): T = 0.20 × 0.0080 m × 8,512 N = 13.6 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