The results of the evaluation of the reliability of reinforced concrete beams lying on an elastic foundation are presented. The load on the beam is considered as a non-stationary random function. the elastic properties of the foundation are described as a stationary random function. Beam stiffness is considered as a random variable depending on the cubic strength of concrete. https://www.spidertattooz.com/Orly-Nail-Lacquer-For-The-First-Time-20931-p28703/