Stress area: 560.59 mm² · Proof load: 173,783 N · Clamp load (75%): 130,337 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 782.0 | 576.8 | 6921.3 | 7974.2 |
| Oiled | 0.15 | 586.5 | 432.6 | 5191.0 | 5980.7 |
| Zinc Plated | 0.18 | 703.8 | 519.1 | 6229.2 | 7176.8 |
| Waxed | 0.1 | 391.0 | 288.4 | 3460.6 | 3987.1 |
| MoS₂ | 0.12 | 469.2 | 346.1 | 4152.8 | 4784.5 |
| Galvanized | 0.25 | 977.5 | 721.0 | 8651.6 | 9967.8 |
Stress area: 621.2 mm² · Proof load: 192,572 N · Clamp load (75%): 144,429 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 866.6 | 639.2 | 7670.1 | 8836.9 |
| Oiled | 0.15 | 649.9 | 479.3 | 5752.1 | 6627.2 |
| Zinc Plated | 0.18 | 779.9 | 575.2 | 6902.7 | 7952.8 |
| Waxed | 0.1 | 433.3 | 319.6 | 3835.0 | 4418.4 |
| MoS₂ | 0.12 | 519.9 | 383.5 | 4601.5 | 5301.5 |
| Galvanized | 0.25 | 1083.2 | 798.9 | 9587.1 | 11045.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 560.59 mm² = 130,337 N
Step 2 — Torque (dry): T = 0.20 × 0.0300 m × 130,337 N = 782.0 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