Wind Chime Length, Marimba Bar and Tubular Bell Calculator

Size tubes, rods and marimba bars for a musical note. Find hang points, compare overtones, explore undercut tuning and animate free-free bending modes.

#Euler–Bernoulli beam #marimba bars #tubular bells #undercut tuning #wind chimes

Use this wind chime length calculator to turn a musical note into a practical starting length for a hollow tube, solid rod or rectangular bar. It is intended for makers, engineering students and instrument builders who want to compare materials before cutting stock. It also works in reverse: enter an existing length to estimate its first three frequencies in the modeled bending plane.

Choose the stock shape and a material, then enter the measured cross-section. Pipe names often describe a nominal size, so use actual outside and inside diameters. For a bar, enter width across the broad striking face and thickness perpendicular to it. Width must be at least the full thickness; swap the dimensions if needed. The material list contains generic metal properties; enable custom properties and enter Young’s modulus and density to investigate another alloy, glass or wood. For wood, use a bending modulus along the grain at the intended moisture content.

Select a note and octave, with an adjustable concert A, or enter a frequency directly. The main length result targets the lowest elastic bending mode. Rectangular bars bend through the entered thickness; the table lists modes in this plane, excluding orthogonal bending. The suspension result is measured from either end; the two positions are symmetric. A uniform free-free piece has nodes at about 22.4% and 77.6% of its length. Light cords at these points disturb the fundamental less than a clamp or a heavy attachment.

For a marimba bar length estimate, select the central scoop option. This model removes a smooth cosine-squared profile from the underside while keeping the top flat. Set its depth and the fraction of the total length it occupies. The calculation includes both lost stiffness and lost mass, then updates the first three frequencies and the fundamental suspension positions. Adjust the scoop while watching the overtone ratios. A single smooth scoop does not automatically produce the professional marimba tuning target of 1:4:10.

Press play to watch a selected free-free bending mode. The animation is deliberately slowed and its displacement exaggerated; it does not predict loudness or decay time. The dots identify the suspension positions for the fundamental, so they can move when a higher mode is selected. The length sweep shows how pitch changes when the cross-section and fractional scoop geometry remain fixed.

Treat every calculated length as a starting point. Cut slightly long, support lightly, measure the spectrum and approach the note in small steps. The first two uniform flexural overtones are roughly 2.757 and 5.404 times the fundamental, rather than integer harmonics. A tubular bell calculator based on beam bending therefore predicts structural modes, not necessarily the pitch a listener or a tuner assigns to a complex bell sound. End caps, large holes, heavy fittings, resonator air columns, twisting, thick sections and detailed wood behavior require additional modeling or measurement.

How it is calculated

The uniform model is the free-free Euler–Bernoulli beam:

fn=βn22πL2EIρA,cos⁡βncosh⁡βn=1.f_n=\frac{\beta_n^2}{2\pi L^2}\sqrt{\frac{EI}{\rho A}},\qquad \cos\beta_n\cosh\beta_n=1.

The two zero-frequency rigid motions are excluded. The first elastic root is β1=4.730040745\beta_1=4.730040745, followed by 7.853204624 and 10.995607838. Solve this equation for frequency or for length. For a tube, A=π(D2−d2)/4A=\pi(D^2-d^2)/4 and I=π(D4−d4)/64I=\pi(D^4-d^4)/64; set d=0d=0 for a rod. For a bar bending through thickness hh, A=bhA=bh and I=bh3/12I=bh^3/12. Moor (2005), attached s3 p.5, gives the beam relation and rounded roots; p.6 supplies the generic material properties.

The exact uniform mode shape is Y=cosh⁡(βs)+cos⁡(βs)−σ[sinh⁡(βs)+sin⁡(βs)]Y=\cosh(\beta s)+\cos(\beta s)-\sigma[\sinh(\beta s)+\sin(\beta s)], with s=x/Ls=x/L and σ=(cosh⁡β−cos⁡β)/(sinh⁡β−sin⁡β)\sigma=(\cosh\beta-\cos\beta)/(\sinh\beta-\sin\beta). Stable exponential forms avoid cancellation for high trial modes. The first root of Y1(s)Y_1(s) is 0.224157522, consistent with the rounded 0.224 suspension rule.

Undercut model, derived here. The remaining thickness ratio is r(s)=1−dccos⁡2[π(s−1/2)/u]r(s)=1-d_c\cos^2[\pi(s-1/2)/u] inside a centered scoop of length uLuL, and 1 elsewhere. Thus A(s)=A0rA(s)=A_0r and I(s)=I0r3I(s)=I_0r^3. Sixteen exact uniform bending modes are trial functions. Subtract their mass-weighted rigid translation and rotation components. Form Kij=∫01r3Yi′′Yj′′ dsK_{ij}=\int_0^1r^3Y_i''Y_j''\,ds and Mij=∫01rZiZj dsM_{ij}=\int_0^1rZ_iZ_j\,ds using composite Simpson quadrature with 640 intervals. A Cholesky reduction gives a symmetric generalized eigenproblem. Its square-root eigenvalues replace βn2\beta_n^2; reconstruct the eigenvectors to locate the fundamental nodes. The retained mass fraction is 1−dcu/21-d_cu/2.

Equal temperament uses f=A42(m−69)/12f=A_4 2^{(m-69)/12}. Length sweeps hold the cross-section and fractional scoop geometry constant. The animation reads a separate cycle input after the modal solution has been calculated.

Assumptions

  • Linear, small-displacement Euler–Bernoulli bending; free ends, with negligible support forces at the fundamental nodes.
  • Uniform density and elastic modulus. Circular tubes have concentric bores. Rectangular bars have constant width, at least as large as the full thickness, and bend through their stated thickness. Higher modes in the table belong to this bending plane; orthogonal bending modes are not included.
  • The scoop is symmetric, on the underside, and follows the stated cosine-squared profile. Its depth and span are fractions; changing overall length rescales the scoop too.
  • Material presets are generic values from Moor, not alloy or timber specifications. Custom properties are permitted; wood requires an effective longitudinal modulus, but orthotropic coupling and humidity changes are omitted.
  • The numerical undercut formulation and drawings are derived here; they do not reproduce Lee Hite’s spreadsheet implementation or another author’s figure.

Where it applies

Use as a starting cut and tuning estimate, then verify the actual piece. The default tube has length/diameter about 20.3. A warning appears below 15; this screening ratio is an engineering choice, not a guaranteed accuracy threshold. Bars shorter than four widths may need a plate or solid model.

Undercutting is limited to 0–50% depth and a scoop spanning 40–80% of the length. An independent cubic-Hermite finite-element calculation with 80 and 160 elements was used as a numerical cross-check: the 16-mode result differed by less than 0.05% in the first three frequencies at the tested deepest/narrowest case (depth 0.5, span 0.4), and by less than 0.002% at depth 0.35, span 0.5. This checks the ideal beam solution, not manufacturing or real-instrument accuracy. A steep-scoop warning is triggered when maximum profile slope exceeds 0.15.

Lee Hite’s tables are rounded and use material constants that can differ from generic presets. Penn State’s published COMSOL example does not state its elastic properties; its reference case therefore uses a documented 2% comparison allowance. Do not infer a precision guarantee from a passing check.

Shear deformation, rotary inertia, damping, end caps, large holes, attached masses, tapered tubes, torsion, shell and plate modes, resonator air columns and temperature-dependent properties are not included. In a real tubular bell, perceived strike pitch can differ from the lowest bending mode. The animation is a normalized mode shape at a deliberately slow speed.

Removing material at the center generally lowers the fundamental; shortening uniform stock raises it. The plotted f∝L−2f\propto L^{-2} law is not a trimming law for an already scooped bar whose absolute scoop is held fixed. Yamaha’s instrument guide (attached s4) describes fundamental, fourth and tenth harmonic tuning for marimbas. A single scoop need not achieve this 1:4:10 target. Measure the complete spectrum and refine the profile if harmonic tuning is required.

References

  • Lee Hite, Chime Length Calculator, aluminum OD 1.250 in, ID 1.000 in (attached s1, pp.1–2): https://leehite.org/chime_dimensions/Aluminum_125_125.pdf
  • S. Scott Moor (2005), Engineering Design in Five Weeks – Designing a Wind Chime, ASEE Annual Conference (attached s3, pp.4–6): https://leehite.org/documents/Wind_Chimes_Student_Project_S_Scott_Moor.pdf
  • Daniel A. Russell, Penn State, Flexural Bending Modes for a Thin Rectangular Bar, COMSOL 6.2 free-free example (posted 2023; page updated 2025, attached s2): https://www.acs.psu.edu/drussell/Demos/Flexural-Bar/flexural.html
  • Lee Hite, Chime Design and Build — Say It With Chimes: https://leehite.org/Chimes.htm
  • Yamaha Musical Instrument Guide, marimba versus xylophone: the fundamental, fourth and tenth harmonics are a marimba tuning target (attached s4). The cosine-squared scoop here does not automatically achieve that target: https://www.yamaha.com/en/musical_instrument_guide/marimba/structure/structure003.html

Inputs

InputSymbolUnitDefault
CalculateoperationLength for a note
Stock shapeformHollow tube / tubular bell
Use custom material propertiescustom_materialfalse
Material properties
Generic metal properties from Moor (2005). Enable custom properties for a measured alloy, glass or wood.
materialAluminum
Young’s modulus
Use the dynamic bending modulus for your stock. For wood, use the longitudinal value along the grain.
E_userGPa14
Densityrho_userkg/m^3800
Target pitch entered astuningMusical note
NotepitchA
Octave (middle C is C4)octave4
Concert A4A_refHz440
Target fundamental frequencyf_targetHz440
Measured overall lengthL_givenmm300
Outside diameterD_outmm31.75
Inside diameter
Use measured diameters, not nominal pipe size. Zero makes a solid rod.
D_inmm25.4
Bar width
Measure across the broad striking face. Width must be at least as large as the full thickness.
b_barmm50
Full bar thickness
Measure perpendicular to the broad striking face. Bending is through this dimension; keep thickness no greater than width.
h_barmm12
Scoop depth / full thickness
0.35 removes 35% at the center. The bottom is a symmetric cosine-squared scoop; the top remains flat.
cut_depth0.35
Scoop length / overall length
Fractional scoop geometry scales with the overall length. A professional 1:4:10 bar may need a different profile.
cut_span0.5
Bending mode to animate
1 is the fundamental; 2 and 3 are the first two flexural overtones.
mode_pick1
Slow-motion cycle ▶
One cycle of the selected mode, deliberately slowed. Displacement is exaggerated and has no amplitude prediction.
phase_cycle0

Results

With the default inputs above, the calc gives:

ResultValue
Finished overall length644.9 mm
Suspend from either end144.6 mm
Fundamental frequency440 Hz
Second mode / fundamental2.757
Third mode / fundamental5.404
Finished piece mass0.496 kg

Checked against sources

Each case below was calculated by this calc and agrees with the value from its source (within the tolerance where one is shown).

Lee Hite: 1.25 inch aluminum tube at A4

Source: Lee Hite, Aluminum_125_125.pdf p.1. OD 1.250 in, ID 1.000 in, A4: 644.5 mm and 144.5 mm. Table rounds lengths to 1/16 in; generic E=69 GPa and density=2700 kg/m³ give a small material/rounding difference.

Inputs: Target pitch entered as = Frequency in Hz; the others as above.

ResultSourceThis calc
Finished overall length644.5 ± 1.2 mm644.9 mm
Suspend from either end144.5 ± 0.5 mm144.6 mm

Penn State COMSOL: free-free aluminum bar (2% benchmark)

Source: Daniel A. Russell, Penn State, free-free COMSOL 6.2 example: 50 × 300 × 4 mm aluminum; 233, 644, 1266 Hz. Elastic constants and density are not stated. With Moor's generic 69 GPa and 2700 kg/m³ the 1D beam gives 230.95, 636.62, 1248.04 Hz (0.9–1.4% lower). A 2% comparison allows the unspecified alloy and 3D effects; it is not precision validation and properties have not been fitted.

Inputs: Stock shape = Uniform rectangular bar; Calculate = Pitch of an existing length; Full bar thickness = 4 mm; the others as above.

ResultSourceThis calc
Fundamental frequency233 ± 4.66 Hz231 Hz
Second bending-mode frequency644 ± 12.88 Hz636.6 Hz
Third bending-mode frequency1,266 ± 25.32 Hz1,248 Hz

Lee Hite: pitch of a 50 inch aluminum tube

Source: Lee Hite, Aluminum_125_125.pdf p.2: length 50 in = 1270.0 mm, frequency 113.42 Hz, node 284.7 mm. The generic material properties differ slightly from the spreadsheet constants.

Inputs: Calculate = Pitch of an existing length; Measured overall length = 1,270 mm; the others as above.

ResultSourceThis calc
Fundamental frequency113.4 ± 0.3 Hz113.4 Hz
Suspend from either end284.7 ± 0.3 mm284.7 mm

Moor: free-free flexural overtone ratios

Source: S. Scott Moor (2005), p.5, Table 2 rounds the first ratios to 2.75 and 5.41 and gives the node as 22.4%. This calculator solves the characteristic roots without rounding.

Inputs: Stock shape = Solid round rod; the others as above.

ResultSourceThis calc
Second mode / fundamental2.75 ± 0.012.757
Third mode / fundamental5.41 ± 0.015.404
Fundamental node fraction from either end0.2240.2242

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