INDUNECT / KNOWLEDGE / RF-003PRELIMINARY REFERENCE

Bolt preload.
Torque, made visible.

Compare a nut-factor estimate with a friction-resolved tightening model. The inputs, equations and boundaries stay visible so the result can be challenged before it is used.

TWO TORQUE MODELSNO PROPERTY TABLESINPUT-DRIVEN
01REFERENCE SCOPE

ASSEMBLY STARTING POINT

See what friction does to a torque-controlled joint.

This reference estimates preload per bolt from a user-entered proof stress and utilization. It does not determine the preload required to prevent separation, slip, fatigue failure, leakage, loosening, thread stripping, or joint crushing.

INPUT / BOLT, MATERIAL & FRICTION

Metric thread geometry
Preload target
Torque coefficient model
Friction-resolved model
Input authority

No property-class, friction, washer, or tightening table is embedded. Verify proof stress, coating, lubricant, contact geometry, and friction from the applicable specification, test, and supplier documentation.

CALCULATION STATUSPRELIMINARY ESTIMATE READY
RF-003
Target preload / bolt35.392 kNFM = u · Sp · As
Friction-resolved torque80.010 N·mMA = MG + MK
Approx. tensile-stress area
84.267 mm²
As
Nut-factor torque
84.941 N·m
T = K · FM · d
Thread torque share
41.276 N·m
MG
Bearing torque share
38.733 N·m
MK
Effective bearing diameter
15.634 mm
DKm
Implied nut factor
0.188
MA / (FMd)
Axial bolt stress
420.000 MPa
σ = FM / As
Simplified equivalent stress
566.830 MPa
√(σ² + 3τ²)
Equivalent / proof stress
94.5%
Simplified assembly screen — not a pass/fail joint verification
FRICTION-RESOLVED
NUT FACTOR

Both estimates use the same target preload. Their difference reflects the supplied torque/friction assumptions, not calculation accuracy.

02VISIBLE METHOD

EQUATIONS & ASSUMPTIONS

Two models. One preload target.

01 / BASIC THREAD

Approximate stress area

d₂ = d − 0.649519Pd₃ = d − 1.226869PAₛ = π[(d₂ + d₃)/2]² / 4

Derived from an idealized 60° metric basic profile. Tolerances, thread rolling effects, damage, and non-standard geometry are excluded.

02 / PRELOAD

Axial target

FM = (u/100) SpAs

This is a material-utilization starting point only. It does not calculate the preload demanded by the joint function or assembly scatter.

03 / NUT FACTOR

Compact torque estimate

T = K FMd

The supplied K must represent the actual fastener, finish, lubricant, bearing surface, and tightening process.

04 / BEARING DIAMETER

Uniform-pressure model

DKm = ⅔(Do³ − Di³)/(Do² − Di²)

The annular contact is assumed continuous and uniformly pressurized. Real contact and deformation can differ.

05 / THREAD TORQUE

Helix and flank friction

φ = atan[P/(πd₂)]ρ′ = atan(μG/cos 30°)MG = FM(d₂/2)tan(φ + ρ′)

Right-hand 60° metric thread, quasi-static tightening, and no prevailing torque are assumed.

06 / BEARING TORQUE

Under-head or nut friction

MK = FMμKDKm/2MA = MG + MK

Drive losses, prevailing torque, tool dynamics, and tightening-system calibration are excluded.

07 / STRESS SCREEN

Axial plus tightening torsion

τ ≈ 16MG/(πd₃³)σeq ≈ √(σ² + 3τ²)

A simplified solid-core von Mises screen. It is not a full threaded-root, fatigue, or VDI 2230 verification.

08 / UNITS

Calculation basis

1 MPa = 1 N/mm²1 N·m = 1,000 N·mm

All internal calculations use millimetres, newtons, and megapascals; displayed torque is converted to N·m.

DESIGN BOUNDARY

This is not a bolted-joint design approval.

01

Assembly scatter is outside the result.

Torque control produces preload scatter through friction variation, tightening method, tool accuracy, surface condition, reuse, coating, and lubrication. Determine minimum and maximum assembly preload separately.

02

Joint function is not checked.

External loads, load introduction, member stiffness, separation, slip, settlement, thermal effects, fatigue, self-loosening, and residual clamp load require a complete joint model.

03

Local failure modes remain open.

Verify internal/external thread stripping, engagement length, head and washer bearing pressure, joint crushing, flange bending, bolt bending, corrosion, temperature, and material compatibility.

04

Critical joints require controlled engineering.

Pressure boundaries, lifting systems, rotating equipment, structural connections, transport, and other safety-relevant applications need the applicable standard, qualified review, and validated assembly procedure.

03AUTHORITATIVE CONTEXT

VERIFY OUTSIDE THIS PAGE

Use the reference to ask better questions—not to replace the specification.

For material properties and property-class scope, consult the current authorized edition of ISO 898-1. For torque/clamp-force testing, see ISO 16047. For systematic design of highly stressed single-bolt joints, see the official VDI 2230 Part 1 listing.

Indunect does not reproduce proprietary standard tables, property-class values, friction tables, tightening tables, or standard text. Standard designations are identification links only.