Stress area: 20.12 mm² · Proof load: 6,237 N · Clamp load (75%): 4,678 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 5.6 | 4.1 | 49.6 | 57.1 |
| Oiled | 0.15 | 4.2 | 3.1 | 37.2 | 42.8 |
| Zinc Plated | 0.18 | 5.1 | 3.8 | 45.1 | 52.0 |
| Waxed | 0.1 | 2.8 | 2.1 | 24.8 | 28.6 |
| MoS₂ | 0.12 | 3.4 | 2.5 | 30.1 | 34.7 |
| Galvanized | 0.25 | 7.0 | 5.2 | 62.0 | 71.4 |
Stress area: 22.03 mm² · Proof load: 6,829 N · Clamp load (75%): 5,122 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 6.1 | 4.5 | 54.0 | 62.2 |
| Oiled | 0.15 | 4.6 | 3.4 | 40.7 | 46.9 |
| Zinc Plated | 0.18 | 5.5 | 4.1 | 48.7 | 56.1 |
| Waxed | 0.1 | 3.1 | 2.3 | 27.4 | 31.6 |
| MoS₂ | 0.12 | 3.7 | 2.7 | 32.7 | 37.7 |
| Galvanized | 0.25 | 7.7 | 5.7 | 68.2 | 78.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 20.12 mm² = 4,678 N
Step 2 — Torque (dry): T = 0.20 × 0.0060 m × 4,678 N = 5.6 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