Stress area: 976.0 mm² · Proof load: 302,560 N · Clamp load (75%): 226,920 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1770.0 | 1305.5 | 15665.8 | 18049.0 |
| Oiled | 0.15 | 1327.5 | 979.1 | 11749.4 | 13536.8 |
| Zinc Plated | 0.18 | 1593.0 | 1174.9 | 14099.2 | 16244.1 |
| Waxed | 0.1 | 885.0 | 652.7 | 7832.9 | 9024.5 |
| MoS₂ | 0.12 | 1062.0 | 783.3 | 9399.5 | 10829.4 |
| Galvanized | 0.25 | 2212.5 | 1631.9 | 19582.3 | 22561.3 |
Stress area: 1028.4 mm² · Proof load: 318,804 N · Clamp load (75%): 239,103 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1865.0 | 1375.6 | 16506.6 | 19017.8 |
| Oiled | 0.15 | 1398.8 | 1031.7 | 12380.4 | 14263.8 |
| Zinc Plated | 0.18 | 1678.5 | 1238.0 | 14856.0 | 17116.0 |
| Waxed | 0.1 | 932.5 | 687.8 | 8253.3 | 9508.9 |
| MoS₂ | 0.12 | 1119.0 | 825.3 | 9904.0 | 11410.7 |
| Galvanized | 0.25 | 2331.3 | 1719.5 | 20633.8 | 23772.7 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 976.0 mm² = 226,920 N
Step 2 — Torque (dry): T = 0.20 × 0.0390 m × 226,920 N = 1770.0 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