Investigation of pre-stressed beams in terms of displacement

Within the scope of this study, in the calculation of different types of prestressed beams with 90cm, 100cm and 120cm heights analyzed on a single span, the section effects together with the relevant standards and regulations, sufficient prestressing rope and the placement of these prestressed ropes on the prestressed beam, prestress losses, bearing capacity control, horizontal strength control, maximum and minimum reinforcement amounts were determined and in the conclusion part, the behavior of prestressed type beams against different stresses with the data obtained from all combinations was examined and compared. The thesis consists of six chapters. In the first chapter, general information about prestressed beams with their usage in the world and in our country is given. In the second part, a literature study was made and brief information about previous studies was given. In the third chapter, the analysis of a sample prestressed reinforced concrete bridge beam is made analogously and the working calculation details are shown in detail. In the fourth chapter, the analysis results, detailed calculation results and information for all prestressed type beams are presented and evaluated. In the fifth chapter, conclusions and recommendations are presented. In the sixth chapter, sources are included. Afterwards, it was concluded by giving background information. In this master thesis, it is aimed to examine the prestressed beams in terms of displacement.