This is the second paper of two, which describe the results of an integrated research effort to develop afour-step simplified approach for design of raft foundations against dip-slip (normal and thrust) fault rupture. The first twosteps dealing with fault rupture propagation in the free-field were presented in the companion paper. This paper develops anapproximate analytical method to analyze soil-foundation-structure interaction (SFSI), involving two additional phenomena:(i) fault rupture diversion (Step 3); and (ii) modification of the vertical displacement profile (Step 4). For the first phenomenon(Step 3), an approximate energy-based approach is developed to estimate the diversion of a fault rupture due to presence ofa raft foundation. The normalized critical load for complete diversion is shown to be a function of soil strength, coefficient ofearth pressure at rest, bedrock depth, and the horizontal position of the foundation relative to the outcropping fault rupture.For the second phenomenon (Step 4), a heuristic approach is proposed, which "scans" through possible equilibrium positionsto detect the one that best satisfies force and moment equilibrium. Thus, we account for the strong geometric nonlinearitiesthat govern this interaction, such as uplifting and second order (P-A) effects. Comparisons with centrifuge-validated finiteelement analyses demonstrate the efficacy of the method. Its simplicity makes possible its utilization for preliminary design.