 The purpose of this study is to reduce the effects of dynamic loads on mine timbering by using elastic devices in monorail suspensions. To achieve this, a mathematical model was developed to represent the monorail as a dual mass system, allowing the connection between rolling stock parameters and dynamic loads in the suspension. This model was then used to obtain equations for oscillation amplitudes of the monorail elements, and a damping coefficient for the suspension was also calculated. These results suggest setting reasonable parameters of the monorail fastening, which reduces dynamic loads by up to 30-40%. Additionally, these parameters can be used to modernize existing mine suspended monorails. This article was authored by Viktor O. Guterovich, Nikita V. Martyshev, Roman V. Kluyev, and others.