Since the two segments are welded end to end and stretched between shared boundaries, the structural tension ($T$) and the operational vibration frequency ($n$) must remain identical across both wire components. Let the joint be a stationary node point separating $p_1$ loops in the first segment and $p_2$ loops in the second segment over equal half-lengths ($l$).
The fundamental frequency relation for a wire of loop count $p$, length $l$, material density $\rho$, and cross-sectional radius $R$ expands as:
$$n = \frac{p}{2l}\sqrt{\frac{T}{m}} = \frac{p}{2l}\sqrt{\frac{T}{\rho \cdot \pi R^2}} = \frac{p}{2lR}\sqrt{\frac{T}{\rho\pi}}$$
Equating frequencies for both joint sections ($n_1 = n_2$):
$$\frac{p_1}{2l \cdot r}\sqrt{\frac{T}{\rho\pi}} = \frac{p_2}{2l \cdot (2r)}\sqrt{\frac{T}{\rho\pi}}$$
Canceling out the common length, tension, density, and radius variables from both sides simplifies the expression directly to:
$$\frac{p_1}{r} = \frac{p_2}{2r} \implies \frac{p_1}{p_2} = \frac{1}{2}$$
Final Answer:
The ratio of the number of loops formed in the wires is 1 : 2, which corresponds to option (B).