Study natural frequencies for common beam supports. Test geometry, elasticity, density, and mode effects instantly. Download reports with graphs, formulas, examples, and helpful notes.
Use consistent SI units for reliable results.
Example case: fixed-fixed steel beam with L = 2.0 m, E = 210 GPa, I = 0.0000075 m⁴, ρ = 7850 kg/m³, A = 0.0028 m², ζ = 0.02.
| Mode | Support | Beta | Natural Frequency (Hz) | Damped Frequency (Hz) | Critical Speed (rpm) |
|---|---|---|---|---|---|
| 1 | Fixed-Fixed | 4.730041 | 238.295799 | 238.248135 | 14,294.888094 |
| 2 | Fixed-Fixed | 7.853205 | 656.871538 | 656.740150 | 39,404.409007 |
| 3 | Fixed-Fixed | 10.995608 | 1,287.730768 | 1,287.473196 | 77,248.391767 |
Mass per unit length: μ = ρ × A
Natural angular frequency: ωn = βn2 × √(EI / (μL4))
Natural frequency: fn = ωn / (2π)
Damped angular frequency: ωd = ωn × √(1 - ζ2)
Damped frequency: fd = ωd / (2π)
Time period: T = 1 / fd
Critical speed: N = 60 × fd
Support constants β: the calculator uses standard eigenvalues for pinned-pinned, fixed-free, fixed-pinned, and fixed-fixed beams.
It uses the Euler-Bernoulli beam vibration model for slender, uniform beams. Shear deformation and rotary inertia are ignored, so thick or very short beams may need a more advanced model.
Use a consistent SI set: meters, pascals, kilograms per cubic meter, and square or fourth-power meters. Mixing units will distort mass, stiffness, and frequency results.
Support restraint changes the beam’s effective stiffness and its eigenvalue. A fixed-fixed beam usually vibrates faster than a pinned-pinned or cantilever beam with the same material and geometry.
Damping reduces the oscillation frequency slightly and changes the time response. With small damping, the damped frequency stays close to the natural frequency, but it is still useful for engineering checks.
This version assumes a uniform beam along its full length. For stepped, tapered, cracked, or heavily loaded members, use finite element analysis or a specialized vibration model.
Beta is the characteristic eigenvalue constant for the selected support case and mode. It directly controls the natural frequency and comes from the beam vibration boundary-condition solution.
The first five modes give a practical view of how frequency rises with mode number. This helps compare resonance risk, machine excitation ranges, and modal spacing in one chart.
Critical speed is useful when rotating equipment, cyclic forcing, or repeated excitation can match a beam frequency. It helps engineers identify unsafe operating ranges and resonance zones.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.