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master's thesis
Proračun konstrukcije pješačkog mosta
2023. urn:nbn:hr:133:790055
Šaponja, Saša
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Šaponja, S. (2023). Proračun konstrukcije pješačkog mosta (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:133:790055

Šaponja, Saša. "Proračun konstrukcije pješačkog mosta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:790055

Šaponja, Saša. "Proračun konstrukcije pješačkog mosta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:790055

Šaponja, S. (2023). 'Proračun konstrukcije pješačkog mosta', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 12 April 2024, https://urn.nsk.hr/urn:nbn:hr:133:790055

Šaponja S. Proračun konstrukcije pješačkog mosta [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 April 12] Available at: https://urn.nsk.hr/urn:nbn:hr:133:790055

S. Šaponja, "Proračun konstrukcije pješačkog mosta", 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:133:790055

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Metadata
TitleProračun konstrukcije pješačkog mosta
Title (english)Design of the structure of a pedestrian bridge
AuthorSaša Šaponja
MentorDamir Markulak (mentor)
MentorTihomir Dokšanović (komentor)
Committee memberIvan Radić (predsjednik povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
Committee memberTihomir Dokšanović (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
Cilj ovog diplomskog rada bio je istražiti prikladna konstrukcijska rješenja za čelične pješačke mostove raspona od 20 do 35 metara. Na temelju prikupljenih informacija i nekoliko idejnih rješenja odabran je rešetkasti lučni nosač sa Warrenovom ispunom, a statički sustav mosta je slobodno oslonjena greda. Osna duljina mosta iznosi 28,00 m, a širina 3,00 m. Analiza unutarnjih sila na osnovu kojih su dimenzionirani elementi mosta izvršena je u računalnom programu SCIA Engineer 22.00 u skladu sa Eurokodovima. Kvaliteta osnovnog materijala čelika svih elemenata je S355. Za donji pojas rešetke odabran je čelični profil HEA 260. Za poprečne nosače odabrani su čelični profili HEA 220. Za ispune rešetkastog nosača odabrani su pravokutni čelični profili 200x120x12,50. Za gornji pojas rešetke odabrani su pravokutni čelični profili 300x200x10. Stabilizacijski vez donjeg pojasa rešetke izveden je od čeličnih profila HEA 200. Modalnom analizom zadovoljen je uvjet uporabljivosti sa frekvencijom prvog vlastitog oblika u iznosu od 5,44 Hz.
Abstract (english)
The aim of this master’s thesis was to explore suitable structural solutions for steel footbridges of ranges from 20 meters to 35 meters. Based on the information gathered and several conceptual solutions, a Warren truss arch support was chosen with static scheme of freely supported beam. Axis length of footbridge is 28,00 m and width is 3,00 m. Analysis of internal forces, based on which footbridge elements are calculate, was done by the use of application SCIA Engineer 22.00 in accordance to Eurocodes. The quality of all steel materials is S355. The chosen profile for the lower truss chord is HEA 260. The chosen profile for the truss webs is rectangular steel profile 200x120x12,50. The chosen profile for the upper truss chord is rectangular steel profile 300x200x10. The chosen profile for stabilization of lower truss chord is HEA 200. With dynamic eigenmodes analysis the usability condition is satisfied with the frequency of the first eigenmode 5,44 Hz
Keywords
Languagecroatian
URN:NBNurn:nbn:hr:133:790055
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 08:51:32