Involute Spline Calculator

DIN 5480 splines (30°, flank-centred) from the designation W dB × m × z: profile shift, tip and root diameters of shaft and hub, base diameter and tooth thickness. Then the load check: flank pressure, the engagement length a torque needs, torque capacity, shaft torsion at the root and hub hoop stress, for fixed and sliding fits. ANSI B92.1 flat-root side-fit splines too.

TorqueMath.com · Involute Spline Calculator
Standard
mm
mm
Module (DIN 780 series used by DIN 5480)
N·m
Load type (DIN 3990 KA, electric motor drive)
mm
mm
Fit / duty
Shaft material
Hub material
Method and assumptionsMethod: DIN 5480 geometry from the basic rack (α 30°, addendum 0.45·m, dedendum 0.55·m, root clearance 0.1·m): x·m = (dB − m·z − 1.1·m)/2, da1 = dB − 0.2·m, df1 = dB − 2.2·m, da2 = dB − 2·m, df2 = dB; z from the DIN rule x = −0.05 … +0.45 (even z when two fit). Load check by the simplified mean flank pressure p = 2·T·KA/(dm·h'·L'·z·φ) with dm = dB − 1.1·m, h' = 0.9·m, φ = 0.75 (conservative, Decker; Roloff/Matek-type tables give 0.9 for flank-centred splines); static shaft torsion on df1; Lamé hoop stress in the hub from the radial tooth forces. Torque capacity is the lowest of flank, shaft-torsion and hub limits. ANSI B92.1 30° flat-root side fit basic dimensions with the same load check (dm = D, h' = 0.9/P as in Machinery's Handbook)Basis: Allowable pressure (TorqueMath rules, the same as the Shaft Key page – not taken from a standard; published simplified values are often lower, e.g. RoyMech 130 MPa for C45, and DIN 6892 adds support and safety factors): fixed fit 0.9·Re of the weaker of shaft and hub (case-hardened ×1.15; GJL hub 0.5·Rm); shifted without load: half the fixed value (site rule); sliding under load: straight-tooth steel spline limits 1500 / 2000 / 5000 psi by hardness (Dudley via Machinery's Handbook; GJS given the steel value; GJL 5 MPa, low end of German lecture tables). Credited length max 1.3·dB. Shaft torsion allowable 0.58·Re/1.5; hub hoop allowable Re/1.5 (GJL Rm/3). KA applied to the torque. Re: C45+N 305, 42CrMo4+QT 650 (40–100 mm), 16MnCr5 core 590, GJS-600-3 370 MPaLimits: Not the full DIN 5466-1 method: no circumferential or face load-distribution factors from shaft and hub stiffness, no tooth-root or shaft-notch fatigue, no bending moment, no reversing torque. Nominal diameters only: no tolerance classes, deviations, measurement over pins or tool-dependent root forms (hobbed shaft roots can be up to 0.1·m deeper). No tip chamfer deducted from h'. Sliding-unloaded limit is a rule of thumb. ISO 4156 and diameter-centred DIN 5480 not covered; ANSI only flat-root side fit 2.5/5 – 12/24 pitch. No wear-life, fatigue-life or misalignment factors (Dudley Kw, Kf, Km). Hub hoop stress uses tan 30° instead of the pressure angle at dm (about 10 % low for large positive profile shift). Credited length cap 1.3·dB is taken from the key standard DIN 6892References: DIN 5480-1 · DIN 5480-2 · DIN 5466-1 · ANSI B92.1 · DIN 3990-1Formulas · How this calculator was checked · TorqueMath v2.10

Module choices at your reference diameter

DIN 5480 size chart: number of teeth z

Reference diameters 6 – 120 mm against module. Each cell is the tooth count that keeps the profile shift inside the DIN 5480 range x = −0.05 … +0.45 (even z where two counts fit, as in the DIN 5480-2 tables). Click a cell to use that size. DIN 5480-2 lists the sizes it standardises; check availability of broaches and hobs for unusual combinations.

How it is calculated

DIN 5480 splines are named by the reference diameter dB, which is close to the shaft outside diameter, not by the pitch diameter. All splines use one 30° basic rack with addendum 0.45·m and dedendum 0.55·m. The profile shift x·m makes the teeth fit the chosen dB, and the tooth count is picked so that x stays between −0.05 and +0.45. Hub and shaft are centred on the flanks; the tips clear the roots by 0.1·m.

Profile shift x·m = (dB − m·z − 1.1·m) / 2 (−0.05·m ≤ x·m ≤ +0.45·m) Reference / base Ø d = m·z db = m·z·cos 30° Shaft tip / root Ø da1 = dB − 0.2·m df1 = dB − 2.2·m (nominal, hobbed) Hub tip / root Ø da2 = dB − 2·m df2 = dB (nominal, broached) Tooth thickness at d s = m·(π/2 + 2·x·tan 30°) = hub space width e at zero clearance ANSI B92.1 (30° flat root side fit, inch): D = N/P Do = (N+1)/P Dre = (N−1.35)/P Di = (N−1)/P Dri = (N+1.35)/P s = π/(2P) Flank pressure p = 2·T·KA / (dm · h' · L' · z · φ) ≤ p_allow mean diameter dm = (da1 + da2)/2 = dB − 1.1·m (ANSI: D) bearing height h' = (da1 − da2)/2 = 0.9·m (ANSI: 0.9/P, Machinery's Handbook) no tip chamfer deducted load share φ = 0.75 (conservative: Decker; Roloff/Matek-type tables give 0.75 for inner-centred and 0.9 for flank-centred splines) credited length L' = min(L, 1.3·dB) Length needed L_req = 2·T·KA / (dm · h' · z · φ · p_allow) Torque capacity T_cap = min( flank p_allow · dm · h' · L' · z · φ / (2·KA), shaft τ_allow · π·df1³/(16·KA), hub limit from σ_t ≤ allowable ) Shaft torsion at root τ = 16·T·KA / (π·df1³) ≤ 0.58·Re / 1.5 Hub hoop stress (Lamé) p_i = (2·T·KA/dm)·tan 30° / (π·dm·L') σ_t = p_i·(D² + df2²)/(D² − df2²) ≤ Re/1.5 (GJL: Rm/3) Allowable pressure fixed: 0.9·Re of the weaker part (case-hardened ×1.15, GJL 0.5·Rm) – TorqueMath rule, the same as our Shaft Key page; published simplified values are often lower (e.g. RoyMech 130 MPa for C45 fixed), DIN 6892 uses fS·fH·Re with safety factors · shifted unloaded: ½ of fixed (TorqueMath rule) sliding under load: 10.3 / 13.8 / 34.5 MPa (1500 / 2000 / 5000 psi, straight-tooth steel splines, Dudley via Machinery's Handbook; GJS hub given the steel value), GJL 5 MPa (low end of the 5 – 15 MPa range in German lecture tables)

This is the simplified mean-pressure check used in Roloff/Matek, Decker and Niemann for a first design: the torque is shared by three quarters of the teeth with a uniform pressure over the bearing height and the credited length. The full method of DIN 5466-1 replaces φ and the length cap by circumferential and face load-distribution factors (kφ, kβ) from the torsional and bending stiffness of shaft and hub, checks the tooth root and the shaft notch for fatigue, and handles bending moments and reversing torque. Use that method, or test data, for highly loaded, reversing or long splines. Shaft fatigue at the spline run-out is checked separately in the shaft calculator (Kt for splines about 2.5 – 3 in torsion).

The tip and root diameters are nominal values for the basic profile. Real hubs are broached or shaped and real shafts are hobbed, shaped or cold rolled, and the tool, the tolerance class (for example 9H / 8f) and the deviation series move the root diameters by a few hundredths of a millimetre; DIN 5480-2 gives the inspection dimensions over pins and over k teeth for each size.

This calculator works out an involute spline to DIN 5480 from its designation W dB × m × z, or an ANSI B92.1 flat-root side-fit spline from teeth and pitch. Enter the reference diameter and module (or pick a size from the chart), the torque with an application factor, the engaged length and the hub outside diameter, and choose the fit and materials. It returns the profile shift, the tip and root diameters of shaft and hub, the base diameter and tooth thickness, then the flank pressure, the engagement length the torque needs, the torque capacity, shaft torsion at the root and the hub hoop stress, with a table comparing the modules available at your diameter.

Worked example: W 40×2×18 carrying 1000 N·m into a C45 hub

  1. Spline DIN 5480 W 40×2×18: dB = 40 mm, m = 2 mm, z = 18. Torque 1000 N·m, KA 1.25, engaged length 40 mm, fixed fit, shaft 42CrMo4+QT (Re 650 MPa), hub C45+N (Re 305 MPa), hub outside Ø 70 mm.
  2. Profile shift x·m = (40 − 2·18 − 1.1·2)/2 = +0.90 mm (x = +0.45, the top of the DIN range). Shaft tip da1 = 40 − 0.4 = 39.6 mm, shaft root df1 = 40 − 4.4 = 35.6 mm, hub tip da2 = 40 − 4 = 36.0 mm, hub root df2 = 40 mm. Base diameter 36·cos 30° = 31.18 mm.
  3. Mean diameter dm = (39.6 + 36.0)/2 = 37.8 mm, bearing height h' = (39.6 − 36.0)/2 = 1.8 mm. Flank pressure p = 2 × 1 000 000 × 1.25 / (37.8 × 1.8 × 40 × 18 × 0.75) = 68.0 MPa.
  4. Allowable pressure for the weaker part, the C45 hub: 0.9 × 305 = 274.5 MPa, so the flanks run at 25 %. Length needed 2.5·10⁶ / (37.8 × 1.8 × 18 × 0.75 × 274.5) = 9.9 mm; at 40 mm the spline carries about 4030 N·m.
  5. Shaft torsion on the root diameter: τ = 16 × 1.25·10⁶ / (π × 35.6³) = 141 MPa, 56 % of 0.58 × 650 / 1.5 = 251 MPa. Hub: tangential force 66.1 kN, radial share × tan 30°, equivalent bore pressure 8.0 MPa, Lamé hoop stress 15.8 MPa.

The W 40×2×18 spline carries 1000 N·m with shocks at a quarter of the allowable flank pressure; the shaft cross-section at the tooth roots (56 %) is the real limit, which is typical for splines. A 10 mm engagement would satisfy the flanks, but a length near 1·dB is advisable for guidance and wear.

FAQ

What does a DIN 5480 designation like W 40×2×18 mean?

W stands for shaft (Welle), N for hub (Nabe). 40 is the reference diameter dB in mm, close to the shaft outside diameter; 2 is the module in mm and 18 the number of teeth. A full designation adds the tolerance class and deviation, for example DIN 5480 – W 40×2×18×8f for the shaft and N 40×2×18×9H for the hub.

How is the number of teeth chosen for a DIN 5480 spline?

DIN 5480 fixes the reference diameter and the module and adapts the teeth with a profile shift x·m = (dB − m·z − 1.1·m)/2. The tooth count is chosen so that x stays between −0.05 and +0.45; when two counts fit, the standard tables use the even one, for example W 40×2×18 rather than 19 and W 50×2×24 rather than 23.

How do I calculate the torque capacity of a spline?

The simplified method assumes a uniform pressure on the flanks: p = 2·T·KA / (dm · h' · L · z · φ). For DIN 5480 the mean diameter is dm = dB − 1.1·m and the bearing height h' = 0.9·m; the load-share factor φ ≈ 0.75 accounts for pitch errors so that not every tooth carries. The torque capacity follows by setting p to the allowable pressure of the weaker part.

What is the allowable flank pressure for a sliding spline?

Much lower than for a fixed one, because wear rather than strength decides. SAE and ANSI B92.1 give about 1500 psi (10 MPa) for soft steel, 2000 – 3000 psi for through-hardened and up to 5000 psi (35 MPa) for case-hardened flanks of splines that slide under load, against roughly 0.9 × yield for a fixed spline. Crowned teeth and good lubrication raise the limit.

How long should a spline engagement be?

Long enough for the flank pressure, but beyond about 1.3 times the reference diameter the shaft twists along the spline and the far end carries little, so extra length does not add capacity. Lengths around 0.8 – 1.3 × dB are common; for higher torque use a larger diameter or harder flanks.

What is the difference between this calculation and DIN 5466?

DIN 5466-1 is the detailed load capacity method for splines: it uses circumferential and face load-distribution factors from the stiffness of shaft and hub, checks the tooth root and shaft notch for fatigue and handles bending and reversing loads. The mean-pressure check here is the quick design method of Roloff/Matek and Niemann and is good for sizing, not for final proof of highly loaded splines.

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Checked: 6 results compared with textbooks, standards and maker data by a separate review, 3 corrections made. See the checks →