Stress area: 303.4 mm² · Proof load: 94,054 N · Clamp load (75%): 70,540 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 310.4 | 228.9 | 2747.3 | 3165.2 |
| Oiled | 0.15 | 232.8 | 171.7 | 2060.5 | 2373.9 |
| Zinc Plated | 0.18 | 279.3 | 206.0 | 2472.0 | 2848.1 |
| Waxed | 0.1 | 155.2 | 114.5 | 1373.6 | 1582.6 |
| MoS₂ | 0.12 | 186.2 | 137.3 | 1648.0 | 1898.7 |
| Galvanized | 0.25 | 388.0 | 286.2 | 3434.1 | 3956.5 |
Stress area: 333.01 mm² · Proof load: 103,233 N · Clamp load (75%): 77,425 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 340.7 | 251.3 | 3015.5 | 3474.2 |
| Oiled | 0.15 | 255.5 | 188.4 | 2261.4 | 2605.4 |
| Zinc Plated | 0.18 | 306.6 | 226.1 | 2713.6 | 3126.5 |
| Waxed | 0.1 | 170.3 | 125.6 | 1507.3 | 1736.6 |
| MoS₂ | 0.12 | 204.4 | 150.8 | 1809.1 | 2084.3 |
| Galvanized | 0.25 | 425.8 | 314.1 | 3768.6 | 4342.0 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 303.4 mm² = 70,540 N
Step 2 — Torque (dry): T = 0.20 × 0.0220 m × 70,540 N = 310.4 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