Focusing on isotropic elastic networks we propose a novel simple-average expression G(t) = µA − h(t) for the computational determination of the shear-stress relaxation modulus G(t) of a classical elastic solid or fluid and its equilibrium modulus Geq = limt→∞ G(t). Here, µA = G(0) characterizes the shear transformation of the system at t = 0 and h(t) the (rescaled) mean-square displacement of the instantaneous shear stressτ (t) as a function of time t. While investigating sampling time effects we also discuss the related expressions in terms of shear-stress autocorrelation functions. We argue finally that our key relation may be readily adapted for more general linear response functions.