Stress area: 1306.09 mm² · Proof load: 404,888 N · Clamp load (75%): 303,666 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 2733.0 | 2015.8 | 24189.1 | 27868.9 |
| Oiled | 0.15 | 2049.7 | 1511.8 | 18141.4 | 20901.2 |
| Zinc Plated | 0.18 | 2459.7 | 1814.2 | 21770.2 | 25082.1 |
| Waxed | 0.1 | 1366.5 | 1007.9 | 12094.5 | 13934.5 |
| MoS₂ | 0.12 | 1639.8 | 1209.5 | 14513.5 | 16721.4 |
| Galvanized | 0.25 | 3416.2 | 2519.7 | 30235.9 | 34835.7 |
Stress area: 1397.15 mm² · Proof load: 433,116 N · Clamp load (75%): 324,837 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 2923.5 | 2156.3 | 25875.2 | 29811.5 |
| Oiled | 0.15 | 2192.7 | 1617.3 | 19407.0 | 22359.4 |
| Zinc Plated | 0.18 | 2631.2 | 1940.7 | 23288.1 | 26830.9 |
| Waxed | 0.1 | 1461.8 | 1078.2 | 12938.0 | 14906.3 |
| MoS₂ | 0.12 | 1754.1 | 1293.8 | 15525.1 | 17886.9 |
| Galvanized | 0.25 | 3654.4 | 2695.3 | 32344.2 | 37264.6 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 1306.09 mm² = 303,666 N
Step 2 — Torque (dry): T = 0.20 × 0.0450 m × 303,666 N = 2733.0 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