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master's thesis
Proračun složenog krovišta obiteljskog objekta
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. urn:nbn:hr:133:344483
Kovačević, Kristina
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Kovačević, K. (2024). Proračun složenog krovišta obiteljskog objekta (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:133:344483

Kovačević, Kristina. "Proračun složenog krovišta obiteljskog objekta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:344483

Kovačević, Kristina. "Proračun složenog krovišta obiteljskog objekta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:344483

Kovačević, K. (2024). 'Proračun složenog krovišta obiteljskog objekta', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 28 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:344483

Kovačević K. Proračun složenog krovišta obiteljskog objekta [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 December 28] Available at: https://urn.nsk.hr/urn:nbn:hr:133:344483

K. Kovačević, "Proračun složenog krovišta obiteljskog objekta", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:344483

Metadata
TitleProračun složenog krovišta obiteljskog objekta
Title (english)Calculation of a complex roof of a family building
AuthorKristina Kovačević
MentorJurko Zovkić (mentor)
MentorMario Jeleč (komentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberJurko Zovkić (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 country2024-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak diplomskog rada je proračunati složeno dvostrešno krovište obiteljske kuće u Tvrđavici prema normama i propisima. Promatrano krovište sastoji se od glavnog krovišta pod nagibom od 26° koje se proteže preko cijelog objekta te manjeg krovišta nagiba 16° koje pokriva krovne kućice. Krovište dijele sljeme i mjeri se od terena. Analiza djelovanja stalnog i promjenjivog opterećenja provedena je prema trenutnovažećim pravilima danim u normama HRN EN 1991-1. U obzir je uzeto stalno opterećenje od vlastite težine i vjetra. Krovište se sastoji od rogova, pajanta, podrožnica i stupova. Svi elementi izvedeni su od punog drveta razreda čvrstoće C24 osim dvije podrožnice manjeg krovišta koje su zbog preuzimanja dvoosnog savijanja izvedene od lijepljenog lameliranog drveta razreda čvrstoće GL24h. Provjerene su dimenzije poprečnih presjeka drvenih menata provedene su u skladu s HRN EN 1995, te su zadovoljili sve uvjete i dokaze o graničnosti nosivosti i granično stanje bljivosti. Prikazan je trošak materijala. Analiza unutarnjih sila provedena je računalnim programom Autodesk Robot Structural Analysis Professional 2024, a grafički prilozi izrađeni su uz pomoć programa AutoCAD 2024.
Abstract (english)
The objective of this thesis is to calculate a complex double-pitched roof for a family house in Tvrđavica according to the HRN standards and regulations. The observed roof consists of a main roof with a slope of 26° that extends over the entire building and a smaller roof with a slope of 16° that covers the dormer windows. The roofs share a ridge with a height of 8.39 m from ground level. The analysis of actions for permanent and variable loads was conducted according to the current rules provided in the HRN EN 1991-1 standards. The analysis took into account the permanent load from the self-weight of the roof layers and the variable loads from snow and wind. The roof structure consists of rafters, collar beams, purlins, and columns. All elements are made of solid wood with a strength grade of C24, except for two purlins in the smaller roof, which are made of glued laminated timber with a strength class of GL24h to accommodate biaxial bending. The cross-sectional dimensions of the timber elements were checked in accordance with HRN EN 1995, and all requirements and verifications for ultimate limit state and serviceability state were satisfactorily met. The material usage is also shown. The analysis of internal forces was conducted using Autodesk Robot Structural Analysis Professional 2024 software, and the graphical illustrations were created using AutoCAD 2024.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:344483
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Bearing structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-10-25 07:39:51