Stress area: 459.41 mm² · Proof load: 174,576 N · Clamp load (75%): 130,932 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 707.0 | 521.5 | 6257.5 | 7209.4 |
| Oiled | 0.15 | 530.3 | 391.1 | 4693.6 | 5407.6 |
| Zinc Plated | 0.18 | 636.3 | 469.3 | 5631.7 | 6488.5 |
| Waxed | 0.1 | 353.5 | 260.7 | 3128.7 | 3604.7 |
| MoS₂ | 0.12 | 424.2 | 312.9 | 3754.5 | 4325.7 |
| Galvanized | 0.25 | 883.8 | 651.9 | 7822.3 | 9012.3 |
Stress area: 496.18 mm² · Proof load: 188,548 N · Clamp load (75%): 141,411 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 763.6 | 563.2 | 6758.4 | 7786.6 |
| Oiled | 0.15 | 572.7 | 422.4 | 5068.8 | 5839.9 |
| Zinc Plated | 0.18 | 687.3 | 506.9 | 6083.1 | 7008.5 |
| Waxed | 0.1 | 381.8 | 281.6 | 3379.2 | 3893.3 |
| MoS₂ | 0.12 | 458.2 | 338.0 | 4055.4 | 4672.4 |
| Galvanized | 0.25 | 954.5 | 704.0 | 8448.0 | 9733.2 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 459.41 mm² = 130,932 N
Step 2 — Torque (dry): T = 0.20 × 0.0270 m × 130,932 N = 707.0 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
General industrial fastening, equipment mounting, moderate structural loads