Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 75-80

	DOI: 10.14415/konferencijaGFS2014.008
	UDC: 624.011.1:624.046
	CC-BY-SA 4.0 license
	Author : Conić,Stefan; Marković, Nemanja; Velimirović, Nikola; Stojić, Nikola
	Summary:
	This paper presents a parametric analysis of the reliability of bent wooden beams. Reliability coefficient is determined for the cases of utilization of section beams due to the normal stress, shear stress and deformation of beams. Out of these three conditions only one is authoritative, and the one that gives the smallest load capacity beams. Parametric analysis was performed according to the requirements of the Eurocodes, both in terms of stress and strain analysis, and in part that requires the reliability of structures. To determine the reliability coefficient, well-known structural reliability of analytical methods is used, as well as application programs. The goal of the analysis is to show how the theoretical results of reliability of bent wooden beams are used in practice according to Eurocodes.
	Keywords:
	Reliability, Timber Structures, Eurocodes.