Stress area: 156.67 mm² · Proof load: 59,535 N · Clamp load (75%): 44,651 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 142.9 | 105.4 | 1264.8 | 1457.2 |
| Oiled | 0.15 | 107.2 | 79.1 | 948.8 | 1093.1 |
| Zinc Plated | 0.18 | 128.6 | 94.9 | 1138.2 | 1311.4 |
| Waxed | 0.1 | 71.4 | 52.7 | 631.9 | 728.1 |
| MoS₂ | 0.12 | 85.7 | 63.2 | 758.5 | 873.9 |
| Galvanized | 0.25 | 178.6 | 131.7 | 1580.7 | 1821.2 |
Stress area: 167.25 mm² · Proof load: 63,555 N · Clamp load (75%): 47,666 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 152.5 | 112.5 | 1349.7 | 1555.1 |
| Oiled | 0.15 | 114.4 | 84.4 | 1012.5 | 1166.6 |
| Zinc Plated | 0.18 | 137.3 | 101.3 | 1215.2 | 1400.1 |
| Waxed | 0.1 | 76.3 | 56.3 | 675.3 | 778.0 |
| MoS₂ | 0.12 | 91.5 | 67.5 | 809.8 | 933.0 |
| Galvanized | 0.25 | 190.7 | 140.7 | 1687.8 | 1944.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 380 MPa × 156.67 mm² = 44,651 N
Step 2 — Torque (dry): T = 0.20 × 0.0160 m × 44,651 N = 142.9 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