Stress area: 693.55 mm² · Proof load: 263,549 N · Clamp load (75%): 197,662 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1304.6 | 962.2 | 11546.7 | 13303.3 |
| Oiled | 0.15 | 978.4 | 721.6 | 8659.6 | 9976.9 |
| Zinc Plated | 0.18 | 1174.1 | 866.0 | 10391.7 | 11972.5 |
| Waxed | 0.1 | 652.3 | 481.1 | 5773.3 | 6651.6 |
| MoS₂ | 0.12 | 782.7 | 577.3 | 6927.5 | 7981.3 |
| Galvanized | 0.25 | 1630.7 | 1202.7 | 14432.9 | 16628.6 |
Stress area: 760.85 mm² · Proof load: 289,123 N · Clamp load (75%): 216,842 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1431.2 | 1055.6 | 12667.2 | 14594.2 |
| Oiled | 0.15 | 1073.4 | 791.7 | 9500.4 | 10945.7 |
| Zinc Plated | 0.18 | 1288.0 | 950.0 | 11399.8 | 13134.0 |
| Waxed | 0.1 | 715.6 | 527.8 | 6333.6 | 7297.1 |
| MoS₂ | 0.12 | 858.7 | 633.3 | 7600.1 | 8756.3 |
| Galvanized | 0.25 | 1788.9 | 1319.4 | 15833.1 | 18241.8 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 693.55 mm² = 197,662 N
Step 2 — Torque (dry): T = 0.20 × 0.0330 m × 197,662 N = 1304.6 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