Návrh prefabrikovaných mostních nosníků

Abstract

The aim of this thesis is a design of precast bridge beams. This diploma thesis focuses mainly on static calculation of load-bearing structure of single-pole bridge, especially prestressed prefabricated bridge beams for variant spans of 15 m, 20 m and 25 m. Prestressed beams will be designed from commonly used concrete C55/67 and from high-strength concrete C90/105. The annex contains the drawing part in which the shape drawing, drawing of prestressing reinforcement and drawing of concrete reinforcement are processed. This thesis is in range of 100 pages.