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

Dragoslav Stojić | Zendy

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

Author(s) -

Dragoslav Stojić

Publication year - 2004

Publication title -

facta universitatis - series architecture and civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2406-0860

pISSN - 0354-4605

DOI - 10.2298/fuace0401109s

Subject(s) - eurocode , limit state design , proposition , limit (mathematics) , norm (philosophy) , structural engineering , state (computer science) , engineering , bending , computer science , mathematics , political science , mathematical analysis , law , algorithm , philosophy , epistemology

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

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