Reference · Methodology

Bolt Torque & Preload Analysis

ISO 898-1 · VDI 2230 · Shigley's 11th Ed. Ch. 8

Complete methodology for calculating tightening torque, preload force, and safety factor for metric and imperial threaded fasteners. All equations derived from first principles with cited standards.

Want to run these calculations?

Interactive calculator with live results and show-work mode

Open Calculator

[01]Nomenclature

SymbolDescriptionUnit (SI)Unit (Imperial)
dNominal bolt diametermmin
pThread pitchmm
nThreads per inchTPI
KNut factor
A_sTensile stress areamm²in²
S_pProof strengthMPapsi
F_pProof loadNlbf
F_iTarget preloadNlbf
TTightening torqueN·mft·lbf
σ_tTensile stressMPapsi
SFSafety factor

[02]Equations

Tensile Stress Area

The tensile stress area accounts for the reduced cross-section at the thread root. The metric formula per ISO 898-1 uses the pitch diameter approximation. The imperial equivalent uses threads per inch with a constant derived from UNS 60° thread form geometry.

Metric (ISO 898-1)

As=π4(d0.9382p)2A_s = \frac{\pi}{4}(d - 0.9382 \cdot p)^2

Imperial (UNS 60°)

As=π4(d0.9743n)2A_s = \frac{\pi}{4}\left(d - \frac{0.9743}{n}\right)^2

Proof Load

Proof load is the maximum tensile force the bolt can sustain without permanent deformation. It is the product of proof strength (from the bolt grade specification) and tensile stress area.

Fproof=Sproof×AsF_{\text{proof}} = S_{\text{proof}} \times A_s

Target Preload

Target preload is a fraction of proof load, typically 60–90%. The percentage depends on the application, joint criticality, and whether torque control or turn-of-nut method is used.

Fi=target%×FproofF_i = \text{target\%} \times F_{\text{proof}}

Tightening Torque

The short-form torque equation per VDI 2230. K is the nut factor (dimensionless torque coefficient) that accounts for thread friction, under-head friction, and thread geometry.

T=K×Fi×dT = K \times F_i \times d

Tensile Stress

Actual tensile stress in the bolt at the target preload.

σt=FiAs\sigma_t = \frac{F_i}{A_s}

Safety Factor

Ratio of proof strength to actual tensile stress. Values above 1.0 indicate the bolt is within proof load. Values above 1.5 are typically considered adequate for non-critical joints.

SF=SproofσtSF = \frac{S_{\text{proof}}}{\sigma_t}

Nut Factor (K) Values

ConditionK RangeTypical K
Dry (unlubricated)0.18–0.220.20
Oiled0.14–0.180.15
Anti-seize compound0.10–0.140.12
Waxed0.15–0.190.17
Cadmium plated0.11–0.150.13
Zinc plated0.17–0.220.20
Molybdenum disulfide (MoS₂)0.08–0.120.10
PTFE (Teflon)0.09–0.130.11

[03]Bolt Grade Data

ISO 898-1 (Metric)

GradeProof Strength (MPa)Yield Strength (MPa)Tensile Strength (MPa)
4.6225240400
5.8380420520
8.8580640800
10.98309401,040
12.99701,1001,220

SAE J429 (Imperial)

GradeProof Strength (psi)Yield Strength (psi)Tensile Strength (psi)
Grade 255,00057,00074,000
Grade 585,00092,000120,000
Grade 8120,000130,000150,000

[04]Worked Example

M10 × 1.5, Class 8.8, Dry Assembly (K = 0.20), 75% of proof.

Step 1: As = (π/4) × (10 − 0.9382 × 1.5)² = 57.99 mm²

Step 2: Fproof = 580 × 57.99 = 33,634 N

Step 3: Fi = 0.75 × 33,634 = 25,226 N

Step 4: T = 0.20 × 25,226 × 0.010 = 50.45 N·m

Step 5: σt = 25,226 / 57.99 = 435.0 MPa

Step 6: SF = 580 / 435.0 = 1.33

Try this example in the calculator →

[05]Assumptions & Limitations

  • Assumes elastic behavior only; bolt is not torqued beyond proof load
  • Nut factor K is an empirical approximation; actual value depends on surface finish, lubrication, plating, and thread fit class
  • Does not account for joint relaxation, embedment loss, or thermal effects
  • Torque-angle method or stretch-based methods may be more accurate for critical joints
  • Imperial tensile stress area formula assumes UNS 60° thread form
  • Proof strength values are for bolt diameters ≤ 16mm (ISO) or ≤ 1" (SAE); larger diameters have reduced values

[06]References

[1]VDI 2230 Part 1 (2015) — Systematic Calculation of Highly Stressed Bolted Joints
[2]ISO 898-1:2013 — Mechanical Properties of Fasteners Made of Carbon Steel and Alloy Steel
[3]Budynas, R.G. & Nisbett, J.K. — Shigley's Mechanical Engineering Design, 11th Ed., Ch. 8
[4]Bickford, J.H. — Introduction to the Design and Behavior of Bolted Joints, 4th Ed.
[5]SAE J429 — Mechanical and Material Requirements for Externally Threaded Fasteners

Ready to calculate?

Run calculations with full show-work mode

Open Calculator

These calcs are just the start.

Drop your email — we’ll let you know when it’s ready.