Technologické příhradové mosty bez podélných ztužidel

Abstract

This bachelor thesis deals with technological steel truss bridges from a point of~view of stability and spatial rigidity while using statical software global analysis of a construction. An existing bridge located in western Bohemian town Sokolov served as a base for analysis of impact of different types of bracing. The thesis also contains a statical calculations consisting of calculation of loads and check of main bearing members. Based on these results there have been designed five alternatives of spatial rigidity of this construction. The chosen variant is accompanied by basic drawing documentation.