Stress area: 156.67 mm² · Proof load: 48,568 N · Clamp load (75%): 36,426 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 116.6 | 86.0 | 1032.0 | 1189.0 |
| Oiled | 0.15 | 87.4 | 64.5 | 773.6 | 891.2 |
| Zinc Plated | 0.18 | 104.9 | 77.4 | 928.4 | 1069.7 |
| Waxed | 0.1 | 58.3 | 43.0 | 516.0 | 594.5 |
| MoS₂ | 0.12 | 69.9 | 51.6 | 618.7 | 712.8 |
| Galvanized | 0.25 | 145.7 | 107.5 | 1289.6 | 1485.7 |
Stress area: 167.25 mm² · Proof load: 51,848 N · Clamp load (75%): 38,886 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 124.4 | 91.8 | 1101.0 | 1268.5 |
| Oiled | 0.15 | 93.3 | 68.8 | 825.8 | 951.4 |
| Zinc Plated | 0.18 | 112.0 | 82.6 | 991.3 | 1142.1 |
| Waxed | 0.1 | 62.2 | 45.9 | 550.5 | 634.3 |
| MoS₂ | 0.12 | 74.7 | 55.1 | 661.2 | 761.7 |
| Galvanized | 0.25 | 155.5 | 114.7 | 1376.3 | 1585.7 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 156.67 mm² = 36,426 N
Step 2 — Torque (dry): T = 0.20 × 0.0160 m × 36,426 N = 116.6 N·m
Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.
Light structural connections, furniture assembly, non-load-bearing joints