“…The static analysis done by Newmark et al [4] is based on the Euler-Bernoulli beam theory and become a basis of subsequent investigations of layered beam system with interlayer slip [8,9,12]. Today the analyti-cal and numerical solutions and refine of the theory of beams with flexible shear connections are presented by several authors such as Girhammar and Gopu [5], Planic et al [6], Girhammar and Pan [7], Girhammar [13], Ranzi et al [14], Schnabl et al [15], Saje et al [16]. There exist many other works on this topic, it is not the aim of the present paper to give a complete list on the layered beam with flexible shear connections.…”