By Euler-Bennoulli Law,
$$ \kappa= \frac{M}{EI}=\frac{d\phi}{ds}=\frac{F y}{EI}=\frac{y}{c^2}$$
where $\kappa$ is curvature, $\phi$ slope, $M$ bending moment proportional to $y$ coordinate, $EI$ flexural rigidity, $F$ are two equal opposite forces applied at towards origin along x-axis and $c= \sqrt{EI/F},$ a length constant.
The deformations are elastic. the elastic rod rebounds back to original straight shape on removal of $Fs$.
$$ \frac{dy}{ds}=\sin \phi ;\;\frac{dx}{ds}=\cos\phi ;$$
The Elasticas are three types: progressive, regressive, stationary closed loop shapes which are relevant to this question.
The ode is intrinsic.
$$ \frac{d^2\phi}{ds^2}= \frac{\sin \phi}{c^2}$$
The deformed elastic shapes can be expressed in terms of elliptic integrals in closed form solutions, not given here. The numerical solution of ode for closed loops finds an approximate relation between loop length $smax$ and $c$ given here by trial and error,$(10,2.514)$ respectively for closed loops.
The semi-loops are all geometrically similar and are capable of being defined using this specific $c/smax =0.2514 $ ratio obtained on Mathematica.. as a Boundary Value Problem.

EDIT1:
Taking the following ode
$$\phi'(s)=\frac{2 r(s)}{a^2}$$
with BCs $a=\sqrt 2, c=1, \phi_{initial}=0.86053 $
and ode used $r$ in place of $y$
$$ \cos \phi=\frac{c^2-r^2(s)}{a^2} $$
still using trial/error $\phi_{initial}\; $ value we get one closed loop using code given below.
