Proposition of a model for the limit state of rupture of timber structures

This paper deals with a general state of European norms for timber structures, according to "Eurocode 5: Design of timber structures, part 1.1 General rules and rules for buildings ", together with the following European norms EN. The concept of design of timber structures, according to limit states and Eurocode 5 (EC5). draft is briefly shown. In some areas a comparative analysis of EC5/JUS/DIN norm is given. The paper contains the proposition of the possible model for limit state of rupture of the timber structures during bending and eccentric stress.