Review article

Cross-laminated timber (CLT) panels are widely used in the construction of buildings and structures abroad. Regulatory documentation in the Russian Federation does not contain provisions for calculating such structures. The paper considers the method of calculating the floor slab made of CLT panel using the Euler Bernoulli beam theory. General recommendations for the design of cross-glued wood structures are offered, and assumptions of the developed methodology are given. Much attention is paid to the main design characteristics of the bent element. Comparative values of these characteristics from various sources are given. A coefficient is proposed to be used taking into account the features of CLT panels in calculations.