To obtain Frequency Response Functions (FRFs) from ANSYS, a harmonic analysis over a range of frequencies is necessary, focusing on a specific node to plot displacement. Time-varying forces cannot be applied in harmonic analysis, as it requires steady, cyclic conditions. For transient loads, a transient analysis is recommended, but FRFs cannot be directly obtained from this method. Additionally, stiffness matrix and mode shape values can be extracted from ANSYS, but further clarification on the specific requirements is needed. Understanding the differences between harmonic and transient analyses is crucial for accurate results.