Stress area: 0.0318 in² · Proof load: 3,816 lbs · Clamp load (75%): 2,862 lbs
| Surface Condition | K Factor | ft·lbs | N·m | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 11.9 | 16.1 | 142.8 | 164.2 |
| Oiled | 0.15 | 8.9 | 12.1 | 106.8 | 123.4 |
| Zinc Plated | 0.18 | 10.7 | 14.5 | 128.4 | 147.9 |
| Waxed | 0.1 | 6.0 | 8.1 | 72.0 | 82.6 |
| MoS₂ | 0.12 | 7.2 | 9.8 | 86.4 | 99.9 |
| Galvanized | 0.25 | 14.9 | 20.2 | 178.8 | 206.0 |
Stress area: 0.03637 in² · Proof load: 4,364 lbs · Clamp load (75%): 3,273 lbs
| Surface Condition | K Factor | ft·lbs | N·m | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 13.6 | 18.4 | 163.2 | 187.6 |
| Oiled | 0.15 | 10.2 | 13.8 | 122.4 | 140.7 |
| Zinc Plated | 0.18 | 12.3 | 16.7 | 147.6 | 170.3 |
| Waxed | 0.1 | 6.8 | 9.2 | 81.6 | 93.8 |
| MoS₂ | 0.12 | 8.2 | 11.1 | 98.4 | 113.2 |
| Galvanized | 0.25 | 17.0 | 23.0 | 204.0 | 234.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 120,000 psi × 0.0318 in² = 2,862 lbs
Step 2 — Torque (dry): T = 0.20 × 0.25 in × 2,862 lbs ÷ 12 = 11.9 ft·lbs
Proof stress per SAE J429 Table 3. Stress area per ASME B1.1. K-factor per VDI 2230.
High-strength applications, heavy equipment, critical joints, suspension components, trailer hitches. Equivalent to ISO 10.9.