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master's thesis
Drveni pješački most preko prometnice
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. urn:nbn:hr:133:279874
Šop, Lucija
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Cite this document

Šop, L. (2023). Drveni pješački most preko prometnice (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:279874

Šop, Lucija. "Drveni pješački most preko prometnice." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:279874

Šop, Lucija. "Drveni pješački most preko prometnice." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:279874

Šop, L. (2023). 'Drveni pješački most preko prometnice', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 08 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:279874

Šop L. Drveni pješački most preko prometnice [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 May 08] Available at: https://urn.nsk.hr/urn:nbn:hr:133:279874

L. Šop, "Drveni pješački most preko prometnice", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:133:279874

Metadata
TitleDrveni pješački most preko prometnice
Title (english)Wooden bridge over the traffic road
AuthorLucija Šop
MentorHrvoje Draganić (mentor)
MentorMario Jeleč (komentor)
Committee memberJurko Zovkić (predsjednik povjerenstva)
Committee memberHrvoje Draganić (član povjerenstva)
Committee memberMario Jeleč (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2023-09-27, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovome radu predstavljeno je rješenje problema prelaska preko prometnice i željezničke pruge. Most se nalazi na potezu Vukovarske ceste između raskrižja Ulice kralja Petra Svačića i Vukovarske ceste te Ulice Josipa Huttlera i Vukovarske. Dana su tri konceptualna rješenja drvenog pješačkog mosta, temeljem estetike, funkcionalnosti te izvedbe odabran je gredni most oslonjen na tri stupa. Gornji ustroj se sastoji od mosnica, sekundarnih uzdužnih greda, poprečnih greda te glavnih uzdužnih lijepljenih lalemiranih (LLD) greda. Na većem rasponu imamo obrnuti dvostruki nesimetrični trapezni nosač, a na kraćem rasponu imamo obrnuti jednostruki trapezni nosač. Most je dimenzioniran na stalna i promjenjiva djelovanja. Stalna djelovanja nastaju zbog djelovanja vlastite težine, a promjenjiva utjecajem snijega, opterećenja od pješaka i vjetra. Proračun je izrađen prema svim važećim normama (HR EN 1995-1-1) pomoću računalnog programa Robot Structural Analysis Professional 2023.
Abstract (english)
The aim of this paper is to present a solution to the problem of crossing the road and railway line. The bridge is located near the Vukovarska road, between the intersection of the King Petar Svačić street with the Vukovarska road and the Josip Huttler street and Vukovarska street. Three conceptual solutions for a wooden pedestrian bridge were given, based on aesthetics, functionality, and performance. A beam bridge supported by three pillars was selected. The upper rail-bound construction consists of bridges, secondary longitudinal beams, transverse beams, and main longitudinal glued laminated timber (LLD) beams. There is an inverted double asymmetric trapezoidal girder on the greater span and an inverted single trapezoidal girder on the shorter span. The bridge is dimensioned for permanent and variable actions. Self weight has a permanent effect, whereas snow, pedestrian load, and wind results in a fluctuating effect. The calculation was made according to the all valid standards (HR EN 1995-1-1) using the Robot Structural Analysis Professional 2023 computer program.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:279874
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2023-10-12 11:06:47