For one small transverse displacement, the elastic energy of the elastic filament is
where is the filament bending modulus. Its first variation is
The clamped boundary conditions remove the left boundary terms. A force-free and torque-free tip permits independent and , so the natural boundary conditions for a free endpoint are : zero bending moment and transverse shear.
There is an important distinction between an energy minimum and a normal mode. The unloaded higher-order Euler-Lagrange equation is , whose only solution with these four boundary conditions is . A general fluctuating shape is a sum of modes, not one of the stated sinusoidal/hyperbolic functions. To obtain the clamped--free bending modes, extremize the bending Rayleigh quotient, or equivalently with a fixed norm. Its Euler-Lagrange equation is
This is the constrained variational characterization of bending modes. Its four characteristic roots are . Clamping gives and , hence
The free-tip conditions reduce to
Its determinant is , so nontrivial modes require
No zero mode exists, since a cubic satisfying the homogeneous clamp/free conditions is zero. The clamped-free bending spectrum starts with ; bisection or Newton iteration gives , so . Choosing and gives
The second boundary condition follows from the root equation, and is arbitrary until a normalization is chosen.
The bending operator with these boundary conditions is positive and self-adjoint. Twice integrating by parts gives
Symmetry implies orthogonality when . Expand and use . Then
by the equipartition theorem. The supplied endpoint identity therefore yields the thermal bending fluctuations of a clamped filament:
To evaluate the sum, apply a tip force and minimize . The modified free-end conditions are and , and in the interior. Integration gives , so the tip-force compliance of a cantilever is . On the other hand, minimizing the modal energy minus gives and hence
Comparison evaluates the fourth inverse-power sum of the cantilever spectrum without truncating the modes:
The boxed variance is for the specified single transverse direction. An independent equilibrium check follows by differentiating the Gaussian partition function with respect to : at zero load, reproducing the same result from the static compliance. Keeping only the first normal mode gives about , roughly of the exact variance. With two independent equivalent transverse directions, their summed variance is twice the boxed result. The small-slope model requires , or small compared with the usual three-dimensional persistence length .