Optimalizace tenkostěnného prvku ve střešní konstrukci a plášti stavebního objektu

Abstract

The subject of thesis is theoretical and application processing static solution is simpleroof structure or shell of the building structure of thin-walled elements. Designed bearing system can be formed by simple beam, bracket or continuous beam of two to five fields. Method for static solution was used combined with three moments method and Clebsch´s method. Particular attention was given to the load processing, which may affect the building object, and their combinations. The calculation was defined by the modules and the database was created and used materials and thin-walled element, particularly Satjam company.