Vol.3, No 1, 2004
pp. 109-120
UDC 624.011.1:624.042 (045) = 20
PROPOSITION OF A MODEL FOR THE LIMIT
STATE OF RUPTURE OF TIMBER STRUCTURES
Dragoslav Stojić
Faculty of Civil Engineering and
Architecture, University of Niš, Serbia and Montenegro
Abstract. This paper deals with a general
state of European norms for timber structures, according to ²Eurocode
5: Design of timber structures, part 1.1, General rules and rules for
buildings², 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.
Key words: Limit state of
rupture, Timber Structures, Eurocode 5
PREDLOG MODELA ZA GRANICNO
STANJE
LOMA DRVENIH KONSTRUKCIJA
U radu je dat opšti pregled stanja evropskih
standarda za drvene konstrukcije i to "EVROKOD 5: Proračun drvenih
konstrukcija, deo 1.1, Opšta pravila i pravila za zgrade" sa pratećim
evropskim standardima EN. Prikazan je ukratko koncept proračuna drvenih
konstrukcija prema graničnim stanjima, prema nacrtu Evrokoda 5 (EC5).
Data je u nekim oblastima i uporedna analiza standarda EC5 / JUS /
DIN. Rad sadrži predlog mogućeg modela za granično stanje loma
(limit state of reptere) drvenih konstrukcija pri savijanju i
ekcentričnom naprezanju.
