Stress area: 976.0 mm² · Proof load: 370,880 N · Clamp load (75%): 278,160 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 2169.6 | 1600.2 | 19202.6 | 22123.8 |
| Oiled | 0.15 | 1627.2 | 1200.2 | 14401.9 | 16592.9 |
| Zinc Plated | 0.18 | 1952.7 | 1440.2 | 17282.9 | 19912.1 |
| Waxed | 0.1 | 1084.8 | 800.1 | 9601.3 | 11061.9 |
| MoS₂ | 0.12 | 1301.8 | 960.2 | 11521.9 | 13274.7 |
| Galvanized | 0.25 | 2712.1 | 2000.3 | 24004.1 | 27655.8 |
Stress area: 1028.4 mm² · Proof load: 390,792 N · Clamp load (75%): 293,094 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 2286.1 | 1686.1 | 20233.7 | 23311.8 |
| Oiled | 0.15 | 1714.6 | 1264.6 | 15175.5 | 17484.1 |
| Zinc Plated | 0.18 | 2057.5 | 1517.5 | 18210.4 | 20980.7 |
| Waxed | 0.1 | 1143.1 | 843.1 | 10117.3 | 11656.4 |
| MoS₂ | 0.12 | 1371.7 | 1011.7 | 12140.6 | 13987.5 |
| Galvanized | 0.25 | 2857.7 | 2107.7 | 25292.8 | 29140.5 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 976.0 mm² = 278,160 N
Step 2 — Torque (dry): T = 0.20 × 0.0390 m × 278,160 N = 2169.6 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