I can't wrap my head around this problem. Let there be two masses $m$ attached vertically to springs of elastic constant $k$, each mass is also attached to an end of a catenary of mass $m_c$ e length $l$, so that $m_c = \mu l$.
Let $l_1,l_2$ be the partial length of the catenary between the mass and the minimum point and $x_1,x_2$ the stretching of the two springs. I expect the total force acting on each mass (which is considered positive if it points downwards - there is only one direction to consider) to be the sum of the elastic force of the spring, the gravitational force of the mass and the gravitational force of the part of catenary relative to the mass:
$F_i = -kx_i + mg + \mu l_i g$
However my professor writes:
$F_i = -kx_i + \mu g\left(l_i - \frac{l}{2}\right)$
Am I wrong? Or is the professor wrong? Why? The resulting equations of motions are pretty much the same, the only difference being the equilibrium point for $x_1 = x_2 = (m + m_c/2)g/k$ in my case and $x_1 = x_2 = 0$ in his case.
Is this the effect of the tension of the catenary or something else? My professor didn't really explain the second expression and the first is what in my mind should be the exact expression. I tried looking online without much success.