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Steel Structure of Observation Tower

By Patrik Virág

Abstract

The subject of the diploma thesis is design and structural analysis of loadbearing steel structure of observation tower, which is located southeast of Černá Hora, township Blansko. The design is processed in two options. Parts of the thesis are engineering report, structural design report for both of the options and graphical documentation in specified range. The structure’s height is 25.3 m and maximal ground plan dimension is 6 x 6 m. Steel grade S355 was chosen as main material. The sub-objectives of the structural analysis are load effects calculations (permanent load, imposed load and climatic load), entering of loads to the calculation model and calculation of internal forces and deformations. An assessment of the supporting elements and selected joints is also included. There are dynamic design features considered in the calculation. All calculations were performed in accordance with valid ČSN EN standards

Topics: rozhledna; steel; spoje; ocel; stabilita; kotvení; zatížení větrem; wind load; stability; joints; designing; dimenzování; anchoring; statický výpočet; námraza; observation tower; vlastní frekvence; structural design; natural frequency; icing
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Year: 2016
OAI identifier: oai:invenio.nusl.cz:240109
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