Stress area: 816.72 mm² · Proof load: 253,183 N · Clamp load (75%): 189,887 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1367.2 | 1008.4 | 12100.7 | 13941.6 |
| Oiled | 0.15 | 1025.4 | 756.3 | 9075.6 | 10456.2 |
| Zinc Plated | 0.18 | 1230.5 | 907.6 | 10890.8 | 12547.7 |
| Waxed | 0.1 | 683.6 | 504.2 | 6050.4 | 6970.8 |
| MoS₂ | 0.12 | 820.3 | 605.0 | 7260.3 | 8364.8 |
| Galvanized | 0.25 | 1709.0 | 1260.5 | 15125.9 | 17427.0 |
Stress area: 864.95 mm² · Proof load: 268,134 N · Clamp load (75%): 201,101 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 1447.9 | 1067.9 | 12815.0 | 14764.5 |
| Oiled | 0.15 | 1085.9 | 800.9 | 9611.0 | 11073.1 |
| Zinc Plated | 0.18 | 1303.1 | 961.1 | 11533.4 | 13288.0 |
| Waxed | 0.1 | 724.0 | 534.0 | 6407.9 | 7382.8 |
| MoS₂ | 0.12 | 868.8 | 640.8 | 7689.5 | 8859.3 |
| Galvanized | 0.25 | 1809.9 | 1334.9 | 16019.0 | 18455.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 816.72 mm² = 189,887 N
Step 2 — Torque (dry): T = 0.20 × 0.0360 m × 189,887 N = 1367.2 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