Metric Bolt Size Calculator (VDI 2230 Rough Estimation)
Bolted joint is a type of joint where minimum two parts are connected to each
other with a bolt. Main functions of a bolted joint are keeping parts together during service life and transmitting torque, moment and force
between parts. Bolt sizing is very critical issue and improper design
of a joint can lead failures.
Metric bolt size calculator roughly determines bolt diameter in a bolted joint
according to guideline VDI 2230 Part-1 , which was prepared by the Association of German
Engineers (VDI), and treats the calculation of concentrically and eccentrically clamped bolted joints.
This calculator can be used for initial sizing of a bolt and preload in a joint
according to metric unit system. The tool is applicable for:
- Bolt dimension range from M3 to M39
- Bolt strength grades of G8.8, G10.9 and G12.9
- Axial and transverse loading
- Concentric/eccentric and static/dynamic axial loading
A sample example about
bolt sizing for pressure vessel cap is given in "Examples" section of this page to show usage of
the calculation tool. Reference information on friction coefficients, load introduction factor and
loading types are given in "Supplements" section to assist the usage of the
calculator.
This calculator can be used to roughly estimate bolt diameter
for a joint but more detailed
calculation shall be done according to VDI 2230 Part-1 guideline.
Metric Bolt Sizing Calculator
Note 1 : +Minimum values for static friction coefficients between
materials which are used in general engineering application. Reference values
are given in "Supplements" section.
Note 2 : *Graphical representation of axial loading types which is given to
assist selection of loading type among the alternatives is given in
"Supplements" section.
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RESULTS |
|
Parameter |
Value |
|
Required preload |
FMmax |
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|
N |
|
Required bolt size for selected grade |
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|
--- |
Note 1 : This calculator is applicable for bolt dimension range from M3 to M39
and for strength grades G8.8 , G10.9, G12.9.
Note 2 : Use dot "." as decimal separator.
Definitions
- Axial load
- Force parallel to the bolt axis. It may be concentric (through the axis) or eccentric (offset from the axis), which increases the required preload.
- Transverse load
- Force perpendicular to the bolt axis that tends to make clamped parts slip relative to each other. The ability to resist it depends on preload and the friction coefficient at the interface.
- Preload (FM)
- The intentional tensile force applied to a bolt during tightening. Adequate preload keeps joint surfaces in contact, limits separation under service loads, and enables frictional transfer of shear.
- Required preload (FMmax)
- The design value of preload determined by the calculator after applying VDI 2230 step rules for load case and tightening method.
- Bolt strength grade
- Designation (e.g., 8.8, 10.9, 12.9) indicating nominal tensile and yield strengths per ISO metric fasteners. Higher grades allow smaller diameters for the same load—within the calculator’s limits.
- Friction coefficient (μ)
- Static friction at the interface between clamped parts. Lower μ reduces transverse load capacity for a given preload and may increase the required preload.
- Tightening technique
- The method used to apply preload (e.g., simple spindle, torque wrench, angle control). VDI 2230 assigns different scatter allowances; the calculator accounts for these by step increases.
- Scope & limitations
- This tool provides a rough VDI 2230 Part-1 based estimate for metric bolts M3–M39 in grades 8.8, 10.9, and 12.9 under axial and/or transverse loading. Final sizing requires a full VDI 2230 calculation and verification for the specific joint geometry, materials, and conditions.
General Information
Calculation methodology of the calculator is summarized below. [Reference-1]
Procedure for Selecting a Bolt (VDI 2230 – Rough Estimation)
-
Determine the governing load F.
If only one load exists, set F = FAmax (axial) or FQmax (transverse).
If both loads exist, compare FAmax with FQmax/μTmin:
– If FAmax < FQmax/μTmin, set F = FQmax (shear-controlled).
– Otherwise, set F = FAmax (axial-controlled).
-
Round F up to the first larger table value.
From the “Load (N)” column, select the closest larger value than F. This becomes the new F.
-
Find FMmin by applying load-case steps (per VDI 2230).
Increase the table index from Step 2 as follows:
– If F = FQmax (shear-controlled): increase by 4 steps.
– If F = FAmax (axial-controlled):
• Dynamic & Eccentric: +2 steps
• Dynamic & Concentric: +1 step
• Static & Eccentric: +1 step
• Static & Concentric: +0 steps
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Find FMmax by applying tightening-method steps.
From FMmin, increase the table index by:
– Simple tightening spindle (retightening torque): +2 steps
– Torque wrench / precision spindle (dynamic torque or bolt elongation): +1 step
– Angle control in plastic range or yield-point monitoring: +0 steps
-
Select the bolt at FMmax.
On the row corresponding to FMmax, read the required nominal diameter under the chosen strength grade (12.9 / 10.9 / 8.8).
Load–Bolt Size Table
Approximate bolt size versus load for strength grades 12.9, 10.9, 8.8
| Load (N) |
Grade 12.9 |
Grade 10.9 |
Grade 8.8 |
| 250 | M3 | M3 | M3 |
| 400 | M3 | M3 | M3 |
| 630 | M3 | M3 | M3 |
| 1000 | M3 | M3 | M3 |
| 1600 | M3 | M3 | M4 |
| 2500 | M3 | M4 | M5 |
| 4000 | M4 | M5 | M6 |
| 6300 | M4 | M6 | M8 |
| 10000 | M5 | M8 | M10 |
| 16000 | M6 | M10 | M12 |
| 25000 | M8 | M12 | M14 |
| 40000 | M10 | M14 | M16 |
| 63000 | M12 | M18 | M20 |
| 100000 | M16 | M22 | M24 |
| 160000 | M20 | M27 | M30 |
| 250000 | M24 | M33 | M36 |
| 400000 | M30 | M39 | --- |
| 630000 | M36 | — | — |
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Notes: “Step” means moving to the next row in the Load column (e.g., 1000 N → 1600 N is +1 step).
The table provides a rough estimate; verify final sizing with a full VDI 2230 Part-1 calculation.
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Note: Increase 1 step means, getting the value which is next row under the
current value. For example if current value is 1000 N, 1 step increase will
result 1600 N.
Supplements
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AXIAL LOADING TYPES |
|
Dynamic and Concentric Axial Loading |
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Dynamic and Eccentric Axial Loading |
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Static and Concentric Axial Loading |
|
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Static and Eccentric Axial Loading |
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APPROXIMATE VALUES FOR STATIC FRICTION COEFFICIENTS AT THE INTERFACE
(Source: VDI 2230 Part-1 page 114)
| Material Pair |
Condition / Lubrication |
Static Friction μ |
| Steel / Steel | Dry, clean surface | 0.20–0.30 |
| Steel / Steel | Lightly oiled | 0.10–0.16 |
| Steel / Steel | Greased / MoS₂-coated | 0.08–0.14 |
| Steel / Cast iron | Dry | 0.25–0.35 |
| Steel / Cast iron | Lubricated | 0.10–0.18 |
| Steel / Aluminum | Dry | 0.30–0.45 |
| Steel / Aluminum | Lubricated | 0.12–0.20 |
| Steel / Copper or Brass | Dry | 0.25–0.35 |
| Steel / Copper or Brass | Lubricated | 0.10–0.16 |
| Aluminum / Aluminum | Dry | 0.40–0.60 |
| Aluminum / Aluminum | Lubricated | 0.20–0.35 |
| Stainless steel / Stainless steel | Dry | 0.30–0.50 |
| Stainless steel / Stainless steel | Lubricated | 0.12–0.20 |
| Steel / Plastic (PA, POM) | Dry | 0.15–0.25 |
| Painted / Painted | Dry | 0.25–0.40 |
|
Note: Values are typical engineering references; verify for critical joints.
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Examples
FAQ
What standards does this calculator follow?
It implements the stepwise rough estimation method based on VDI 2230 Part-1 for high-duty bolted joints.
Which bolt sizes and grades are supported?
Metric bolts from M3 to M39 in grades 8.8, 10.9, and 12.9.
Does the tool handle both axial and transverse loads?
Yes. It selects the governing load per VDI 2230 rules and applies step increases for the load case (static/dynamic, concentric/eccentric) and tightening method.
How should I choose the friction coefficient (μ)?
Use realistic values for your interface and condition (dry, lightly oiled, greased). See the “Friction coefficients” table on this page for typical ranges and verify for critical joints.
Is this result sufficient for final design?
No. Results are for initial sizing. Perform a full VDI 2230 Part-1 calculation, check geometry (clamp length, joint stiffness, thread engagement), and validate assembly tolerances before release.
Why can the required size change with tightening technique?
Different techniques produce different preload scatter. VDI 2230 accounts for this via step increments; higher scatter requires more conservative preload selection, which can raise the required bolt size.
Reference:
- VDI 2230 Part-1 : Systematic calculation of high duty bolted joints - Joints with one cylindrical bolt