Stress area: 693.55 mm² · Proof load: 215,000 N · Clamp load (75%): 161,250 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1064.3 | 785.0 | 9419.9 | 10852.9 |
| Oiled | 0.15 | 798.2 | 588.7 | 7064.7 | 8139.4 |
| Zinc Plated | 0.18 | 957.8 | 706.4 | 8477.2 | 9766.9 |
| Waxed | 0.1 | 532.1 | 392.5 | 4709.5 | 5425.9 |
| MoS₂ | 0.12 | 638.6 | 471.0 | 5652.1 | 6511.9 |
| Galvanized | 0.25 | 1330.3 | 981.2 | 11774.2 | 13565.3 |
Stress area: 760.85 mm² · Proof load: 235,864 N · Clamp load (75%): 176,898 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1167.5 | 861.1 | 10333.3 | 11905.2 |
| Oiled | 0.15 | 875.6 | 645.8 | 7749.7 | 8928.7 |
| Zinc Plated | 0.18 | 1050.8 | 775.0 | 9300.4 | 10715.2 |
| Waxed | 0.1 | 583.8 | 430.6 | 5167.1 | 5953.1 |
| MoS₂ | 0.12 | 700.5 | 516.7 | 6200.0 | 7143.1 |
| Galvanized | 0.25 | 1459.4 | 1076.4 | 12916.8 | 14881.8 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 693.55 mm² = 161,250 N
Step 2 — Torque (dry): T = 0.20 × 0.0330 m × 161,250 N = 1064.3 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