Stress area: 192.47 mm² · Proof load: 59,666 N · Clamp load (75%): 44,749 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 161.1 | 118.8 | 1425.9 | 1642.8 |
| Oiled | 0.15 | 120.8 | 89.1 | 1069.2 | 1231.8 |
| Zinc Plated | 0.18 | 145.0 | 106.9 | 1283.4 | 1478.6 |
| Waxed | 0.1 | 80.5 | 59.4 | 712.5 | 820.9 |
| MoS₂ | 0.12 | 96.7 | 71.3 | 855.9 | 986.1 |
| Galvanized | 0.25 | 201.4 | 148.5 | 1782.5 | 2053.7 |
Stress area: 216.23 mm² · Proof load: 67,031 N · Clamp load (75%): 50,273 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 181.0 | 133.5 | 1602.0 | 1845.7 |
| Oiled | 0.15 | 135.7 | 100.1 | 1201.0 | 1383.8 |
| Zinc Plated | 0.18 | 162.9 | 120.1 | 1441.8 | 1661.1 |
| Waxed | 0.1 | 90.5 | 66.7 | 801.0 | 922.8 |
| MoS₂ | 0.12 | 108.6 | 80.1 | 961.2 | 1107.4 |
| Galvanized | 0.25 | 226.2 | 166.8 | 2002.0 | 2306.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 192.47 mm² = 44,749 N
Step 2 — Torque (dry): T = 0.20 × 0.0180 m × 44,749 N = 161.1 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