Stress area: 2676.0 mm² · Proof load: 829,560 N · Clamp load (75%): 622,170 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 7963.8 | 5873.8 | 70485.6 | 81208.5 |
| Oiled | 0.15 | 5972.8 | 4405.3 | 52863.8 | 60905.8 |
| Zinc Plated | 0.18 | 7167.4 | 5286.4 | 63436.9 | 73087.4 |
| Waxed | 0.1 | 3981.9 | 2936.9 | 35242.8 | 40604.2 |
| MoS₂ | 0.12 | 4778.3 | 3524.3 | 42291.5 | 48725.3 |
| Galvanized | 0.25 | 9954.7 | 7342.2 | 88106.6 | 101510.1 |
Stress area: 2809.0 mm² · Proof load: 870,790 N · Clamp load (75%): 653,092 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 8359.6 | 6165.7 | 73988.7 | 85244.5 |
| Oiled | 0.15 | 6269.7 | 4624.3 | 55491.5 | 63933.4 |
| Zinc Plated | 0.18 | 7523.6 | 5549.1 | 66589.5 | 76719.7 |
| Waxed | 0.1 | 4179.8 | 3082.9 | 36994.4 | 42622.3 |
| MoS₂ | 0.12 | 5015.8 | 3699.5 | 44393.6 | 51147.1 |
| Galvanized | 0.25 | 10449.5 | 7707.2 | 92485.9 | 106555.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 2676.0 mm² = 622,170 N
Step 2 — Torque (dry): T = 0.20 × 0.0640 m × 622,170 N = 7963.8 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