Telekomunikační stožár s ocelovou nosnou konstrukcí
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Vysoká škola báňská – Technická univerzita Ostrava
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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.
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Lattice telecommunication mast, Icing zone, Wind load, Ultimate limit state, Steel
structure