Stress area: 14.18 mm² · Proof load: 4,396 N · Clamp load (75%): 3,297 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 3.3 | 2.4 | 29.2 | 33.7 |
| Oiled | 0.15 | 2.5 | 1.8 | 22.1 | 25.5 |
| Zinc Plated | 0.18 | 3.0 | 2.2 | 26.6 | 30.6 |
| Waxed | 0.1 | 1.6 | 1.2 | 14.2 | 16.3 |
| MoS₂ | 0.12 | 2.0 | 1.5 | 17.7 | 20.4 |
| Galvanized | 0.25 | 4.1 | 3.0 | 36.3 | 41.8 |
Stress area: 16.13 mm² · Proof load: 5,000 N · Clamp load (75%): 3,750 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 3.8 | 2.8 | 33.6 | 38.7 |
| Oiled | 0.15 | 2.8 | 2.1 | 24.8 | 28.6 |
| Zinc Plated | 0.18 | 3.4 | 2.5 | 30.1 | 34.7 |
| Waxed | 0.1 | 1.9 | 1.4 | 16.8 | 19.4 |
| MoS₂ | 0.12 | 2.3 | 1.7 | 20.4 | 23.5 |
| Galvanized | 0.25 | 4.7 | 3.5 | 41.6 | 47.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 14.18 mm² = 3,297 N
Step 2 — Torque (dry): T = 0.20 × 0.0050 m × 3,297 N = 3.3 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