Stress area: 1473.19 mm² · Proof load: 456,689 N · Clamp load (75%): 342,517 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 3288.2 | 2425.3 | 29103.0 | 33530.4 |
| Oiled | 0.15 | 2466.1 | 1818.9 | 21826.8 | 25147.3 |
| Zinc Plated | 0.18 | 2959.3 | 2182.7 | 26192.0 | 30176.6 |
| Waxed | 0.1 | 1644.1 | 1212.6 | 14551.5 | 16765.2 |
| MoS₂ | 0.12 | 1972.9 | 1455.1 | 17461.6 | 20118.1 |
| Galvanized | 0.25 | 4110.2 | 3031.5 | 36378.4 | 41912.5 |
Stress area: 1602.9 mm² · Proof load: 496,899 N · Clamp load (75%): 372,674 N
| Surface Condition | K Factor | N·m | ft·lbs | in·lbs | kgf·cm |
|---|---|---|---|---|---|
| Plain/Dry | 0.2 | 3577.7 | 2638.8 | 31665.3 | 36482.5 |
| Oiled | 0.15 | 2683.3 | 1979.1 | 23749.2 | 27362.1 |
| Zinc Plated | 0.18 | 3219.9 | 2374.9 | 28498.5 | 32834.0 |
| Waxed | 0.1 | 1788.8 | 1319.4 | 15832.2 | 18240.8 |
| MoS₂ | 0.12 | 2146.6 | 1583.3 | 18999.0 | 21889.3 |
| Galvanized | 0.25 | 4472.1 | 3298.5 | 39581.4 | 45602.9 |
Formula: T = K × D × F
Step 1 — Clamp load: F = 0.75 × 310 MPa × 1473.19 mm² = 342,517 N
Step 2 — Torque (dry): T = 0.20 × 0.0480 m × 342,517 N = 3288.2 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