Dzemal Bijedic University of Mostar, Mostar, Bosnia and Herzegovina
Faculty of Polytechnics, University of Zenica, Zenica, Bosnia and Herzegovina
Faculty of Polytechnics, University of Zenica, Zenica, Bosnia and Herzegovina
This paper deals with the resistance of the shed of a steel hall in Drvar according to technical regulations for snow from 1961 and EC1 regulations. The paper aims to check the reliability of the shed with probabilistic approach. That also implies calibration of the steel hall construction analyzed with classic deterministic method. Statical system of the shed of a steel hall is a beam with a given span, Figure 1. Steel sections are hot rolled INP sections with specified statistic parameters. The length of the beam span is λ = 2,4 m. The reliability indexes have to be analyzed in point 1(relevant statical forces and displacements for ULS and SLS) and according to equations of limit states.
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