Stress area: 0.969 in² · Proof load: 31,977 lbs · Clamp load (75%): 23,983 lbs
| Surface Condition | K Factor | ft·lbs | N·m | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 499.6 | 677.4 | 5995.2 | 6907.6 |
| Oiled | 0.15 | 374.7 | 508.0 | 4496.4 | 5180.2 |
| Zinc Plated | 0.18 | 449.7 | 609.7 | 5396.4 | 6217.2 |
| Waxed | 0.1 | 249.8 | 338.7 | 2997.6 | 3453.8 |
| MoS₂ | 0.12 | 299.8 | 406.5 | 3597.6 | 4145.2 |
| Galvanized | 0.25 | 624.6 | 846.8 | 7495.2 | 8635.0 |
Stress area: 1.073 in² · Proof load: 35,409 lbs · Clamp load (75%): 26,557 lbs
| Surface Condition | K Factor | ft·lbs | N·m | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 553.3 | 750.2 | 6639.6 | 7649.9 |
| Oiled | 0.15 | 414.9 | 562.5 | 4978.8 | 5735.9 |
| Zinc Plated | 0.18 | 497.9 | 675.1 | 5974.8 | 6884.1 |
| Waxed | 0.1 | 276.6 | 375.0 | 3319.2 | 3824.0 |
| MoS₂ | 0.12 | 332.0 | 450.1 | 3984.0 | 4589.8 |
| Galvanized | 0.25 | 691.6 | 937.7 | 8299.2 | 9561.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 33,000 psi × 0.969 in² = 23,983 lbs
Step 2 — Torque (dry): T = 0.20 × 1.25 in × 23,983 lbs ÷ 12 = 499.6 ft·lbs
Proof stress per SAE J429 Table 3. Stress area per ASME B1.1. K-factor per VDI 2230.
Large general-purpose bolts, same grade but reduced strength at larger diameters