Návrh ocelového železničního mostu s ortotropní mostovkou o více polích

Abstract

The topic of this diploma thesis is the design and static assessment of a multi-span steel railway bridge with an orthotropic deck. The subject of the study is located within the modernized Nezamyslice–Kojetín section in the municipality of Němčice nad Hanou. The load-bearing structure is designed as a four-span continuous steel beam with an upper orthotropic deck. A spatial plate-wall model was created in Scia Engineer software for the global static analysis. The thesis includes the assessment of the main load-bearing parts of the structure according to the Ultimate Limit State and Serviceability Limit State in compliance with valid European standards. The work also involves the verification of selected structural details and the preparation of drawing documentation.