Stress area: 28.86 mm² · Proof load: 8,947 N · Clamp load (75%): 6,710 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 9.4 | 6.9 | 83.2 | 95.9 |
| Oiled | 0.15 | 7.0 | 5.2 | 62.0 | 71.4 |
| Zinc Plated | 0.18 | 8.5 | 6.3 | 75.2 | 86.7 |
| Waxed | 0.1 | 4.7 | 3.5 | 41.6 | 47.9 |
| MoS₂ | 0.12 | 5.6 | 4.1 | 49.6 | 57.1 |
| Galvanized | 0.25 | 11.7 | 8.6 | 103.6 | 119.3 |
Stress area: 31.23 mm² · Proof load: 9,681 N · Clamp load (75%): 7,261 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 10.2 | 7.5 | 90.3 | 104.0 |
| Oiled | 0.15 | 7.6 | 5.6 | 67.3 | 77.5 |
| Zinc Plated | 0.18 | 9.1 | 6.7 | 80.5 | 92.8 |
| Waxed | 0.1 | 5.1 | 3.8 | 45.1 | 52.0 |
| MoS₂ | 0.12 | 6.1 | 4.5 | 54.0 | 62.2 |
| Galvanized | 0.25 | 12.7 | 9.4 | 112.4 | 129.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 28.86 mm² = 6,710 N
Step 2 — Torque (dry): T = 0.20 × 0.0070 m × 6,710 N = 9.4 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