CORE LINKS · DESIGN GUIDES
Fasten into aluminium
Before choosing torque or engagement from nominal diameter alone, identify the clamped parts and the path of force.
What you will understand
- Tightening torque versus preload
- Effective engagement and thread stripping
- Joint behavior beyond thread strength
Blue: defined conditions · Red: calculated quantities. Diagrams are schematic.
- T: tightening torque
- Fp: preload
- Le: effective engagement
The examples below are illustrative. Calculator links open the normal calculator; enter the listed conditions yourself. Values are not transferred automatically.
Define materials, threads and loads
Strength depends on temper and product condition, even within one aluminium alloy designation. Identify the clamped part and the tapped material separately.
- Aluminium alloy, temper and temperature; bolt property class
- Nominal diameter, pitch, pitch diameter and actual engagement
- External-load direction, cycling, vibration and disassembly frequency
Estimate preload from torque
Tightening stretches the bolt and clamps the parts. Nut factor K is not the thread friction coefficient. Use values and preload scatter appropriate to lubrication, bearing surfaces and finish.
Fp ≈ T / (K d)
Example: understand preload magnitude
Inputs
- Tightening torque T = 12 N·m
- Nominal diameter d = 10 mm
- Nut factor K = 0.20 (assumed)
Results
- Estimated preload Fp = 6,000 N
12 N·m is not a recommended torque. At the same torque, K = 0.15 gives 8,000 N. Compare the verified range: maximum preload matters for thread/bolt strength, minimum preload for separation and slip.
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Check threads and bolt separately
The engagement calculator is an empirical preliminary estimate using effective thread shear area As ≈ π dm Le / 3. It compares female/male thread shear and bolt tension; it does not certify JIS thread grades or detailed thread geometry.
Example: compare maximum load with assumed allowables
Inputs
- Maximum axial force F = 6,000 N; multiplier k = 1.5
- Pitch diameter dm = 9.026 mm; pitch p = 1.5 mm; trial Le = 15 mm
- Assumed allowable shear: female 80 MPa, male 160 MPa
- Assumed bolt tensile area 58 mm² and allowable tension 300 MPa
Results
- Comparison load kF = 9,000 N
- Required engagement ≈ 11.90 mm
- Round up by pitch: 8 complete pitches / 12 mm
These allowables are illustrative, not recommendations for A5052 or another material. Define k on the load side consistently with margins already in the allowables. A 12 mm engagement is not an unconditional safety decision.
Check the complete joint
External load does not necessarily add directly to one bolt. Load sharing depends on bolt and part stiffness, preload bounds and interface friction.
- Separation, slip and local bearing pressure
- Thin-boss splitting, edge distance, bottoming and breakthrough
- Fatigue, loosening, temperature differences and galvanic corrosion
- Compare inserts or other methods when repeated disassembly is needed
Keep a review checklist
This checklist is a personal reminder, not a safety score or an automatic approval. It is not sent or saved.
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Reference information and illustrative calculations. This content does not guarantee suitability or safety of a design. Confirm the actual materials, component specifications and operating conditions.