Stress area: 2030.0 mm² · Proof load: 629,300 N · Clamp load (75%): 471,975 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 5286.1 | 3898.8 | 46785.9 | 53903.4 |
| Oiled | 0.15 | 3964.6 | 2924.1 | 35089.7 | 40427.8 |
| Zinc Plated | 0.18 | 4757.5 | 3509.0 | 42107.4 | 48513.2 |
| Waxed | 0.1 | 2643.1 | 1949.5 | 23393.4 | 26952.2 |
| MoS₂ | 0.12 | 3171.7 | 2339.3 | 28071.9 | 32342.5 |
| Galvanized | 0.25 | 6607.7 | 4873.6 | 58483.1 | 67380.0 |
Stress area: 2120.0 mm² · Proof load: 657,200 N · Clamp load (75%): 492,900 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 5520.5 | 4071.7 | 48860.6 | 56293.6 |
| Oiled | 0.15 | 4140.4 | 3053.8 | 36645.6 | 42220.5 |
| Zinc Plated | 0.18 | 4968.4 | 3664.5 | 43974.1 | 50663.8 |
| Waxed | 0.1 | 2760.2 | 2035.8 | 24429.8 | 28146.3 |
| MoS₂ | 0.12 | 3312.3 | 2443.0 | 29316.3 | 33776.2 |
| Galvanized | 0.25 | 6900.6 | 5089.6 | 61075.5 | 70366.8 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 2030.0 mm² = 471,975 N
Step 2 — Torque (dry): T = 0.20 × 0.0560 m × 471,975 N = 5286.1 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