TorqueSpec
Bolt torque database
HomeMetricM6 Class 5.6

M6 Grade 5.6 Torque Spec

Low/medium carbon steel · Tensile 500 MPa · Yield 300 MPa

5.1
N·m (dry)
3.8
ft·lbs (dry)
3.8
N·m (oiled)

Torque Values by Surface Condition

Coarse Thread (Standard) — Pitch 1.0 mm

Stress area: 20.12 mm² · Proof load: 5,634 N · Clamp load (75%): 4,225 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 5.1 3.8 45.1 52.0
Oiled 0.15 3.8 2.8 33.6 38.7
Zinc Plated 0.18 4.6 3.4 40.7 46.9
Waxed 0.1 2.5 1.8 22.1 25.5
MoS₂ 0.12 3.0 2.2 26.6 30.6
Galvanized 0.25 6.3 4.6 55.8 64.2

Fine Thread — Pitch 0.75 mm

Stress area: 22.03 mm² · Proof load: 6,168 N · Clamp load (75%): 4,626 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 5.6 4.1 49.6 57.1
Oiled 0.15 4.2 3.1 37.2 42.8
Zinc Plated 0.18 5.0 3.7 44.3 51.0
Waxed 0.1 2.8 2.1 24.8 28.6
MoS₂ 0.12 3.3 2.4 29.2 33.7
Galvanized 0.25 6.9 5.1 61.1 70.4

How This Value Is Calculated

Formula: T = K × D × F

Step 1 — Clamp load: F = 0.75 × 280 MPa × 20.12 mm² = 4,225 N

Step 2 — Torque (dry): T = 0.20 × 0.0060 m × 4,225 N = 5.1 N·m

Proof stress per ISO 898-1:2013 Table 4. Stress area per ISO 898-1 Annex A. K-factor per VDI 2230.

When to Use Class 5.6

Moderate-duty industrial applications, machinery guards, medium-strength connections

Important Notes

  • • Torque values are for standard hex bolts with ISO metric threads. Socket head cap screws may have different requirements.
  • • Lubrication reduces required torque significantly — using dry torque values on lubricated bolts risks exceeding yield strength.
  • • For critical or safety-related applications, always consult the manufacturer's specifications or applicable design standard (e.g., VDI 2230).
  • • Re-used bolts may have altered friction characteristics. Inspect threads before reuse.