Telekomunikační stožár s ocelovou nosnou konstrukcí

Abstract

The subject of the bachelor's thesis is the design and structural analysis of a 16-meter-high steel supporting structure for a telecommunication tower. The aim is to perform a structural assessment of the existing lattice structure and subsequently evaluate the structure in an icing zone according to the limit state method and applicable standards. For the analyzed structure, documentation has been prepared.

Description

Subject(s)

Lattice telecommunication mast, Icing zone, Wind load, Ultimate limit state, Steel structure

Citation