MRMaschinenbaurechner

Bolted joint calculation per VDI 2230

Calculate tightening torque and permissible assembly preload for metric bolts of property classes 8.8, 10.9 and 12.9, or verify a concentrically loaded bolted joint: resiliences, load factor, embedding loss, required preload, surface pressure and slip safety with a traffic-light assessment, live with every input.

Calculation

Bolt and assembly

Clamped parts

Loads and requirements

Simplified procedure following the VDI 2230 methodology for concentrically clamped and loaded joints: no eccentric loading with one-sided opening, no temperature effects, one plate material, guide values for tightening factor, embedding amounts and limiting surface pressure. Results are guide values; responsibility remains with the user.

Results

Verifications

Preload (FMzul ≥ FMmax)
45%OK
Static working-stress check
86%OK
Fatigue (SD ≥ 1.2)
15%OK
Surface pressure under head
79%OK
100 %Preload (FMzul ≥ FMmax)45%Static working-stress check86%Fatigue (SD ≥ 1.2)15%Surface pressure under head79%

Intermediate values

Bolt resilience δS
2.778 · 10⁻⁶ mm/N
Plate resilience δP
0.652 · 10⁻⁶ mm/N
Load factor ΦK
0.19
Effective load factor Φn
0.095
Embedding amount fZ
11 µm
Embedding preload loss FZ
3.21 kN
Required clamp load FKerf
0 kN
Minimum assembly preload FMmin
12.26 kN
Maximum assembly preload FMmax
19.61 kN
Permissible assembly preload FMzul
43.11 kN
Tightening torque MA (at FMzul)
83.6 Nm
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Formulas and fundamentals

Spring model and load factor

The mechanical model behind VDI 2230 is a preloaded spring system: the bolt acts as a tension spring with resilience δS, the clamped parts as a compression spring with resilience δP. An axial working load FA is shared via the load factor Φ:

FSA = Φn·FA

Only the small portion FSA loads the bolt additionally, the remainder relieves the clamped plates. The load introduction factor n accounts for how close to the interface the working load is applied.

Quick sizing

The quick sizing mode answers the most common question in practice: what assembly preload and tightening torque can a bolt take? During tightening, tensile stress and torsional stress from the thread torque act simultaneously. Both are combined into an equivalent stress using the von Mises criterion, which may reach 90 percent of the minimum yield strength. This yields the permissible assembly preload FMzul and, with MA = FMzul·(0.16·P + 0.58·µG·d2 + µK·DKm/2), the tightening torque. These formulas reproduce the well-known VDI 2230 table values (Table A1) to within 1 percent.

Rule of thumb for friction: roughly 85 to 90 percent of the tightening torque is consumed by thread and head friction, only 10 to 15 percent generates preload. The friction coefficient is therefore the dominant uncertainty of any bolt assembly. That is why the tool uses separate friction coefficients for the thread (µG), the head bearing surface (µK) and the interface (µT).

Resiliences and preload

In verification mode the resiliences are computed explicitly: δS as a series connection of head, shank, free loaded thread, engaged thread and nut or tapped-hole region; δP via the equivalent deformation cone of the clamped parts, distinguishing whether the compression cone can develop fully or splits into cone and sleeve. From δS and δP follow the load factor ΦK = δP/(δS + δP) and the additional bolt load.

After assembly the joint loses preload through embedding, the plastic flattening of roughness peaks. The embedding amount fZ depends on surface roughness, load type and the number of contact surfaces and is converted into a force loss via FZ = fZ/(δS + δP). The required minimum assembly preload is:

FMmin = FKerf + (1 − Φn)·FAmax + FZ

The scatter of the tightening method is captured by the tightening factor αA: the bolt must withstand FMmax = αA·FMmin, and the verification reads:

FMzul ≥ FMmax

Further verifications and model limitations

Four further verifications are performed: the static working-stress check using the equivalent stress with half the assembly torsion retained, the fatigue check with the permissible stress amplitude σASV = 0.85·(150/d + 45) for bolts heat-treated before thread rolling and a required safety SD ≥ 1.2, the surface pressure under the head bearing area against the limiting surface pressure pG of the softest clamped material, and the slip safety for shear transfer by friction grip.

Deliberate simplifications compared with the full guideline: the tool covers concentrically clamped and concentrically loaded single-bolt joints without one-sided opening. Eccentric clamping, temperature effects, multi-layer stacks of different materials, fine-pitch threads and reduced-shank bolts are not included. Tightening factors, embedding amounts and limiting surface pressures are tabulated guide values, and the chamfer diameter of the head bearing area is simplified to the clearance hole. For verifications that must be documented, the calculation per the full VDI 2230 Part 1 remains authoritative.

Calculating the tightening torque

The tightening torque MA is the torque applied at the wrench in order to generate a given assembly preload. It consists of three parts: the pitch component of the thread, the thread friction and the friction under the head bearing surface.

The VDI 2230 equation reads MA = FM·(0.16·P + 0.58·µG·d2 + µK·DKm/2), with the thread pitch P, the pitch diameter d2, the mean bearing diameter DKm and the friction coefficients µG in the thread and µK at the head. Substituting the permissible assembly preload FMzul for FM yields the tabulated tightening torque of the property class.

Friction is decisive: only about 10 to 15 percent of the torque generates preload, the rest is turned into heat in the thread and under the head. A tightening torque without the corresponding friction coefficient is therefore of little value. The calculator outputs MA in quick sizing mode for M4 to M36 and classes 8.8, 10.9 and 12.9, always for the friction coefficient set.

Calculating the preload

The preload FM is the tensile force in the bolt after assembly and thus the force that holds the interface together. It is the actual target quantity of any bolted joint; the tightening torque is merely the means of generating it indirectly.

The permissible assembly preload FMzul follows from the yield strength of the bolt. During tightening the tensile stress from FM and the torsional stress from the thread torque act simultaneously; both are combined into an equivalent stress using the von Mises criterion, which may utilise 90 percent of the minimum yield strength. The governing cross section is the smaller of the thread stress area and the shank area.

In verification mode the required preload is additionally determined from below: FMmin = FKerf + (1 − Φn)·FAmax + FZ covers the required clamp load, the preload drop caused by the working load and the embedding loss. With the tightening factor αA this gives FMmax = αA·FMmin, and the verification reads FMzul ≥ FMmax.

Worked example

Reference example, shear-loaded joint: a bracket transfers a static transverse force of 3 kN per bolt by friction grip (µT = 0.12, required slip safety 1.2). Selected is an M12 hexagon bolt as a tapped-hole joint in C45 steel, clamp length 30 mm (20 mm of which is shank), tightened with a torque wrench (αA = 1.6), µG = µK = 0.12.

The required clamp load is FKQerf = 1.2·3000/0.12 = 30,000 N. With the resiliences δS = 2.26·10⁻⁶ mm/N and δP = 0.33·10⁻⁶ mm/N and an embedding amount of 10 µm (shear, Rz 16), the embedding loss is about 3,870 N. This gives FMmin = 33,870 N and FMmax = 1.6·FMmin = 54,190 N.

An M12 of class 8.8 is not sufficient: its permissible assembly preload of 43.1 kN is below FMmax. Only class 10.9 with FMzul = 63.3 kN passes the verification; the corresponding tightening torque is 123 Nm. The case illustrates a typical eye-opener: transferring shear by friction grip consumes enormous preload and is a frequent cause of undersized joints.

Frequently asked questions

How do I calculate the tightening torque of a bolt?

Via MA = FM·(0.16·P + 0.58·µG·d2 + µK·DKm/2): the first term is the pitch component of the thread, the second the thread friction, the third the friction under the head bearing surface. P is the thread pitch, d2 the pitch diameter, DKm the mean bearing diameter of the head, µG and µK are the friction coefficients. Substituting the permissible assembly preload for FM produces the tightening torque of Table A1 of VDI 2230. The calculator performs this computation live for M4 to M36.

What is the difference between tightening torque and preload?

The preload is the goal, the tightening torque merely the route to it. What is needed is the tensile force in the bolt that presses the interface together (preload FM in kN). It cannot be measured during assembly, so a torque is applied instead (tightening torque MA in Nm). The link between them is friction: roughly 85 to 90 percent of the torque goes into thread and head friction. A friction coefficient misjudged by 30 percent therefore shifts the preload actually reached by about the same amount, even though the torque is correct.

What tightening torque does an M10 of class 8.8 need?

At the usual friction coefficient µ = 0.12 the result is about 48 Nm tightening torque and 29.6 kN permissible assembly preload (90 percent yield utilization). At µ = 0.14 the torque rises to about 54 Nm while the achievable preload drops. The tool computes these values live for M4 to M36 and classes 8.8, 10.9 and 12.9 using the formula behind the VDI table values.

What does the tightening factor αA mean?

αA = FMmax/FMmin describes the scatter of the achieved preload caused by the tightening method. A torque wrench with an estimated friction coefficient scatters with αA ≈ 1.6 to 2.0, an impact wrench without control up to 4.0, elongation-controlled tightening only 1.1 to 1.2. The larger αA, the larger the bolt must be sized to reliably reach the required minimum clamp load.

Why is the friction coefficient so decisive?

Roughly 85 to 90 percent of the tightening torque is consumed by thread and head friction; only the remainder generates preload. A misjudged friction coefficient therefore translates almost one to one into the achieved preload. Surface and lubrication condition should be known, for example via the friction classes (class B with µ = 0.08 to 0.16 is the most common case).

What is the difference between a through-bolted and a tapped-hole joint?

In a through-bolted joint (DSV) the bolt is clamped with a nut and the compression cone can develop from both sides. In a tapped-hole joint (ESV) the internal thread sits directly in the component and the cone develops from the head side only. This changes the plate resilience, the number of embedding bearing surfaces and the cone angle formula, which is why the tool treats both cases separately.

Why does a bolted joint lose preload after assembly?

Through embedding: the roughness peaks in the thread, under the head and in the interfaces flatten plastically. Depending on roughness and load type a few micrometres are lost, which directly cost preload via the resiliences (FZ = fZ/(δS + δP)). Short clamp lengths are particularly sensitive because the same embedding amount meets a stiffer joint.

Does the tool replace a full verification per VDI 2230?

No. The tool follows the guideline's methodology for concentrically clamped and loaded joints and uses validated formulas and tabulated guide values. Eccentric clamping with one-sided opening, temperature effects, multi-layer stacks of different materials and the guideline's exact load introduction factors are deliberately excluded. For verifications that must be documented, the calculation per VDI 2230 Part 1 is authoritative; responsibility remains with the user.

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