Stress area: 352.5 mm² · Proof load: 109,275 N · Clamp load (75%): 81,956 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 393.4 | 290.2 | 3481.9 | 4011.6 |
| Oiled | 0.15 | 295.0 | 217.6 | 2611.0 | 3008.2 |
| Zinc Plated | 0.18 | 354.1 | 261.2 | 3134.1 | 3610.8 |
| Waxed | 0.1 | 196.7 | 145.1 | 1740.9 | 2005.8 |
| MoS₂ | 0.12 | 236.0 | 174.1 | 2088.8 | 2406.5 |
| Galvanized | 0.25 | 491.7 | 362.7 | 4351.9 | 5014.0 |
Stress area: 384.42 mm² · Proof load: 119,170 N · Clamp load (75%): 89,378 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 429.0 | 316.4 | 3797.0 | 4374.6 |
| Oiled | 0.15 | 321.8 | 237.3 | 2848.2 | 3281.5 |
| Zinc Plated | 0.18 | 386.1 | 284.8 | 3417.3 | 3937.1 |
| Waxed | 0.1 | 214.5 | 158.2 | 1898.5 | 2187.3 |
| MoS₂ | 0.12 | 257.4 | 189.8 | 2278.2 | 2624.8 |
| Galvanized | 0.25 | 536.3 | 395.6 | 4746.7 | 5468.8 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 352.5 mm² = 81,956 N
Step 2 — Torque (dry): T = 0.20 × 0.0240 m × 81,956 N = 393.4 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