Ocelová dvojrozhledna, Hraniční vrch

Abstract

The bachelor thesis deals with the description and review of the current state of the double-view tower and its history. On the basis of the utility properties, a variant solution was determined on which the load (dead, utility and climatic load) was determined. Processing includes a 3D model of structural members, including the calculated load that was created in the Scia engineer. The correctness of the model was verified by a simple manual calculation. Detected internal forces were used for the design of bearings and the selected structural joints. The work also deals with the differences in the effects of loading with and without prestressed bars. The conclusion of the work was devoted to the dynamics. The work is com-pleted with the drawing documentation.