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With the adoption of Eurocodes in the field of civil engineering in Bosnia and Herzegovina, analysis of structures becomes more complex compared to previous regulations. Consequently, the analysis of crane track girders becomes more detailed, with a higher degree of analysis controls during dimensioning. This paper presents the load analysis and design checks of crane girders for ultimate limit state and serviceability limit state, according to Eurocode, with the presentation of the most important parameters and design limitations, such as load classifications, dynamic coefficients, limitations for serviceability states. Furthermore, a numerical example of a crane track support for a bridge crane in the machine building of a 25t hydropower plant is given.
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