Stress area: 115.44 mm² · Proof load: 35,786 N · Clamp load (75%): 26,840 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 75.2 | 55.5 | 665.6 | 766.8 |
| Oiled | 0.15 | 56.4 | 41.6 | 499.2 | 575.1 |
| Zinc Plated | 0.18 | 67.6 | 49.9 | 598.3 | 689.3 |
| Waxed | 0.1 | 37.6 | 27.7 | 332.8 | 383.4 |
| MoS₂ | 0.12 | 45.1 | 33.3 | 399.2 | 459.9 |
| Galvanized | 0.25 | 93.9 | 69.3 | 831.1 | 957.5 |
Stress area: 124.55 mm² · Proof load: 38,610 N · Clamp load (75%): 28,958 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 81.1 | 59.8 | 717.8 | 827.0 |
| Oiled | 0.15 | 60.8 | 44.8 | 538.1 | 620.0 |
| Zinc Plated | 0.18 | 73.0 | 53.8 | 646.1 | 744.4 |
| Waxed | 0.1 | 40.5 | 29.9 | 358.5 | 413.0 |
| MoS₂ | 0.12 | 48.6 | 35.8 | 430.1 | 495.6 |
| Galvanized | 0.25 | 101.4 | 74.8 | 897.5 | 1034.0 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 115.44 mm² = 26,840 N
Step 2 — Torque (dry): T = 0.20 × 0.0140 m × 26,840 N = 75.2 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