Stress area: 1757.73 mm² · Proof load: 544,896 N · Clamp load (75%): 408,672 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 4250.2 | 3134.8 | 37617.5 | 43340.1 |
| Oiled | 0.15 | 3187.6 | 2351.1 | 28212.7 | 32504.6 |
| Zinc Plated | 0.18 | 3825.2 | 2821.3 | 33855.9 | 39006.3 |
| Waxed | 0.1 | 2125.1 | 1567.4 | 18808.7 | 21670.1 |
| MoS₂ | 0.12 | 2550.1 | 1880.9 | 22570.3 | 26003.9 |
| Galvanized | 0.25 | 5312.7 | 3918.4 | 47021.4 | 54174.7 |
Stress area: 1828.6 mm² · Proof load: 566,866 N · Clamp load (75%): 425,150 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 4421.6 | 3261.2 | 39134.5 | 45087.9 |
| Oiled | 0.15 | 3316.2 | 2445.9 | 29350.9 | 33816.0 |
| Zinc Plated | 0.18 | 3979.4 | 2935.1 | 35220.7 | 40578.7 |
| Waxed | 0.1 | 2210.8 | 1630.6 | 19567.2 | 22544.0 |
| MoS₂ | 0.12 | 2652.9 | 1956.7 | 23480.2 | 27052.2 |
| Galvanized | 0.25 | 5526.9 | 4076.4 | 48917.2 | 56358.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 1757.73 mm² = 408,672 N
Step 2 — Torque (dry): T = 0.20 × 0.0520 m × 408,672 N = 4250.2 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