Návrh stavebnicové konstrukce pracovní plošiny

Abstract

The Bachelor thesis deals with prefabricated framework design of working floor. The framework should be unified and standardized according to the individual components. The design is variable height through each single steps from 0,5 m to 2,6 m. Furthermore minimum width is 0,6 m and maximal 2 m. The maximum load of this particular working floor is 250 kg per square meter. The working floor is designed as easy assembled according to individual parts. The working floor is designed in accordance with the legislation of the Czech Republic. First part describes categories and standards associated with the Working floor. Second part is focused to design floor’s parts. Strength test is performed by frame analysis. The problem with bridging is solved by finite element method.