Stress area: 156.67 mm² · Proof load: 43,868 N · Clamp load (75%): 32,901 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 105.3 | 77.7 | 932.0 | 1073.8 |
| Oiled | 0.15 | 79.0 | 58.3 | 699.2 | 805.6 |
| Zinc Plated | 0.18 | 94.8 | 69.9 | 839.1 | 966.7 |
| Waxed | 0.1 | 52.6 | 38.8 | 465.5 | 536.4 |
| MoS₂ | 0.12 | 63.2 | 46.6 | 559.4 | 644.5 |
| Galvanized | 0.25 | 131.6 | 97.1 | 1164.8 | 1342.0 |
Stress area: 167.25 mm² · Proof load: 46,830 N · Clamp load (75%): 35,122 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 112.4 | 82.9 | 994.8 | 1146.2 |
| Oiled | 0.15 | 84.3 | 62.2 | 746.1 | 859.6 |
| Zinc Plated | 0.18 | 101.2 | 74.6 | 895.7 | 1032.0 |
| Waxed | 0.1 | 56.2 | 41.5 | 497.4 | 573.1 |
| MoS₂ | 0.12 | 67.4 | 49.7 | 596.5 | 687.3 |
| Galvanized | 0.25 | 140.5 | 103.6 | 1243.5 | 1432.7 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 280 MPa × 156.67 mm² = 32,901 N
Step 2 — Torque (dry): T = 0.20 × 0.0160 m × 32,901 N = 105.3 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
Moderate-duty industrial applications, machinery guards, medium-strength connections