TorqueSpec
Bolt torque database
HomeMetricM4 Class 5.6

M4 Grade 5.6 Torque Spec

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

1.5
N·m (dry)
1.1
ft·lbs (dry)
1.1
N·m (oiled)

Torque Values by Surface Condition

Coarse Thread (Standard) — Pitch 0.7 mm

Stress area: 8.78 mm² · Proof load: 2,458 N · Clamp load (75%): 1,844 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 1.5 1.1 13.3 15.3
Oiled 0.15 1.1 0.8 9.7 11.2
Zinc Plated 0.18 1.3 1.0 11.5 13.3
Waxed 0.1 0.7 0.5 6.2 7.1
MoS₂ 0.12 0.9 0.7 8.0 9.2
Galvanized 0.25 1.8 1.3 15.9 18.4

Fine Thread — Pitch 0.5 mm

Stress area: 9.79 mm² · Proof load: 2,741 N · Clamp load (75%): 2,056 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 1.6 1.2 14.2 16.3
Oiled 0.15 1.2 0.9 10.6 12.2
Zinc Plated 0.18 1.5 1.1 13.3 15.3
Waxed 0.1 0.8 0.6 7.1 8.2
MoS₂ 0.12 1.0 0.7 8.9 10.2
Galvanized 0.25 2.1 1.5 18.6 21.4

How This Value Is Calculated

Formula: T = K × D × F

Step 1 — Clamp load: F = 0.75 × 280 MPa × 8.78 mm² = 1,844 N

Step 2 — Torque (dry): T = 0.20 × 0.0040 m × 1,844 N = 1.5 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.