Bolts & Fasteners

Preload, joint strength, thread engagement and bolted-joint design.

MODULE OVERVIEW

Bolts & Fasteners in practical engineering work.

Bolted joints clamp parts together; a bolt's tension is not simply the external load. Joint stiffness, preload method, friction, embedding and fatigue determine whether the joint remains secure.

CORE PRINCIPLES

What to establish first

  • Proof load defines an important elastic loading reference.
  • Preload must be matched to joint, fastener grade and tightening method.
  • Torque is an indirect preload control because friction is variable.

DESIGN CONCEPTS

Terms worth checking

  • Tensile stress area
  • Proof strength
  • Joint stiffness

Common applications: Flanged joints · Machine covers · Structural and vibration-resistant assemblies

KEY RELATIONSHIP

Proof load and target preload

Fproof = AsSp; Fpreload = Fproof × target fraction

  • As — tensile stress area, mm²
  • Sp — proof strength, MPa
  • F — axial force, N

The result is a preliminary preload target; it does not prescribe an installation torque.

Bolts & Fasteners relationship diagramKnown input variables flow through the named engineering relationship to a result that needs design review.KNOWN INPUTSAs — tensile stress area, mm²Sp — proof strength, MPaF — axial force, NMODELFproof = AsSp; Fpreload = Fproof × target fractionRESULT→
Use the relationship with compatible units, then review the result against the stated design conditions.

WORKED EXAMPLE

Known values → substitution → interpretation

Known values
As = 84.3 mm²; Sp = 600 MPa; target = 70%
Method
Fproof = 84.3 × 600; multiply by 0.70
Interpretation
The proof load is 50.6 kN and the preliminary preload target is 35.4 kN.

KEY DESIGN CHECKS

Confirm the conditions behind the number

  • Define the governing load case, duty cycle and required design life before using a simplified relation.
  • Use compatible units and material data for the actual condition, temperature and manufacturing state.
  • Compare the result with strength, stiffness, fatigue, safety, serviceability and applicable-code requirements.

COMMON ENGINEERING MISTAKES

Keep the model within its scope

  • Applying proof load and target preload outside the assumptions shown on this page.
  • Using a nominal condition while a peak, alternating, transient or environmental case governs the design.
  • Treating a calculated value as a final component selection without checking interfaces, tolerances and the current governing standard.

AVAILABLE CALCULATORS

Select a calculator

RELATED RESOURCE

Open Bolt Preload Calculator

Review proof-load and target-preload assumptions before selecting a tightening method.

Open related resource →

REFERENCES & LIMITATIONS

Use this content as a transparent starting point

ReferenceVDI 2230, Systematic calculation of high duty bolted joints; consult the current licensed guidance for design.ScopeRelationships are presented for the assumptions stated on this page and linked tool.Design reviewCheck material condition, loads, environment and the applicable current code.SafetyResults are educational/preliminary and do not certify safety or compliance.

RELATED ENGINEERING

Continue the workflow