TorqueSpec
Bolt torque database
HomeMetricM3 Class 5.8

M3 Grade 5.8 Torque Spec

Low/medium carbon steel · Tensile 520 MPa · Yield 420 MPa

0.9
N·m (dry)
0.7
ft·lbs (dry)
0.6
N·m (oiled)

Torque Values by Surface Condition

Coarse Thread (Standard) — Pitch 0.5 mm

Stress area: 5.03 mm² · Proof load: 1,911 N · Clamp load (75%): 1,434 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 0.9 0.7 8.0 9.2
Oiled 0.15 0.6 0.4 5.3 6.1
Zinc Plated 0.18 0.8 0.6 7.1 8.2
Waxed 0.1 0.4 0.3 3.5 4.1
MoS₂ 0.12 0.5 0.4 4.4 5.1
Galvanized 0.25 1.1 0.8 9.7 11.2

Fine Thread — Pitch 0.35 mm

Stress area: 5.61 mm² · Proof load: 2,132 N · Clamp load (75%): 1,599 N

Surface Condition K Factor N·m ft·lbs in·lbs kgf·cm
Plain/Dry 0.2 1.0 0.7 8.9 10.2
Oiled 0.15 0.7 0.5 6.2 7.1
Zinc Plated 0.18 0.9 0.7 8.0 9.2
Waxed 0.1 0.5 0.4 4.4 5.1
MoS₂ 0.12 0.6 0.4 5.3 6.1
Galvanized 0.25 1.2 0.9 10.6 12.2

How This Value Is Calculated

Formula: T = K × D × F

Step 1 — Clamp load: F = 0.75 × 380 MPa × 5.03 mm² = 1,434 N

Step 2 — Torque (dry): T = 0.20 × 0.0030 m × 1,434 N = 0.9 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 5.8

General industrial fastening, equipment mounting, moderate structural loads

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.