Original title: Jednotrámový most
Translated title: One span tee beam bridge
Authors: Pastucha, Marek ; Panáček, Josef (referee) ; Nečas, Radim (advisor)
Document type: Bachelor's theses
Year: 2021
Language: slo
Publisher: Vysoké učení technické v Brně. Fakulta stavební
Abstract: [slo] [eng]
Predmetom bakalárskej práce je návrh predpätej lávky cez rieku. Z troch variant bol zvolený jednostranne votknutý predpätý trám. Výpočet vnútorných síl bol urobený v programe SCIA Engineer a posúdenie v ručným výpočtom a v programe MS Excel. Konštrukcia bola posúdená na medzný stav únosnosti a použitelnosti. Výpočet bol spravený podľa platných noriem. The aim of this bachelor thesis is design of pedestrian bridge across the river, which is made from presstressed concrete. Out of three proposed variants was chosen beam construction which one support is fixed. Calculation of load cases was made by manual calculation and by softwares SCIA Engineer and MS Excel. The construction was designed and assessed to the ultimate limit state and the serviceability limit state. The calculation was made according to valid standards.
Keywords: one span beam bridge; pedestrian bridge; prestressed concrete; reinforced concrete; serviceability limit state; ultimate limit state

Institution: Brno University of Technology (web)
Document availability information: Fulltext is available in the Brno University of Technology Digital Library.
Original record: http://hdl.handle.net/11012/199069

Permalink: http://www.nusl.cz/ntk/nusl-444476


The record appears in these collections:
Universities and colleges > Public universities > Brno University of Technology
Academic theses (ETDs) > Bachelor's theses