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master's thesis
Izračun jednostrešne drvene nadstrešnice za foto panele
2016. urn:nbn:hr:133:115649
Pavlović, Filip
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Chair of Masonry, Timber and Metal Structures

Cite this document

Pavlović, F. (2016). Izračun jednostrešne drvene nadstrešnice za foto panele (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:133:115649

Pavlović, Filip. "Izračun jednostrešne drvene nadstrešnice za foto panele." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:115649

Pavlović, Filip. "Izračun jednostrešne drvene nadstrešnice za foto panele." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:115649

Pavlović, F. (2016). 'Izračun jednostrešne drvene nadstrešnice za foto panele', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 April 2025, https://urn.nsk.hr/urn:nbn:hr:133:115649

Pavlović F. Izračun jednostrešne drvene nadstrešnice za foto panele [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2016 [cited 2025 April 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:115649

F. Pavlović, "Izračun jednostrešne drvene nadstrešnice za foto panele", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:133:115649

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Metadata
TitleIzračun jednostrešne drvene nadstrešnice za foto panele
Title (english)Monopitch timber canopy calculation for photo board
AuthorFilip Pavlović
MentorJurko Zovkić (mentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberSilva Lozančić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
(Chair of Masonry, Timber and Metal Structures)
Osijek
Defense date and country2016-06-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak diplomskog rada je izračun jednostrešne drvene nadstrešnice za foto panele, naime u mjestu Stari Perkovci, u blizini Đakova dogodio se kolaps jednostrešne drvene nadstrešnice koje je služila kao nosač foto panela. Pod izračunom se podrazumijeva provedba svih potrebnih dokaza graničnih stanja kojima bi se dokazalo da se konstrukcija može uspješno oduprijeti svim nepovoljnim djelovanjima. Tlocrtne dimenzije konstrukcije su 67,96 x 4,26 m, nagib krovne plohe je 26°, a razmak glavnih... More nosača je 4 m. Pokrov konstrukcije je izveden od rebrastog lima, na koji su postavljeni foto paneli. Maksimalna visina konstrukcije je 6,77 m, a minimalna 3,68 m. Materijal svih drvenih elemenata je puno drvo C24, a materijal elemenata za osiguranje prostorne stabilnosti (horizontalni i vertikalni spregovi – mekih dijagonala) je čelik kvalitete S235. Proračunom su obuhvaćeni glavni i sekundarni elementi, kao i elementi za osiguranje prostorne stabilnosti čitave konstrukcije. Norme korištene za proračun djelovanja na konstrukciju su HRN EN 1991-1-1, HRN EN 1991-1-3 i HRN EN 1991-1-4 ovisno o propisanoj lokaciji, klimatskim uvjetima i tipu konstrukcije. Za proračun i dimenzioniranje glavnih i sekundarnih elemenata, kao i elemenata za osiguranje prostorne stabilnosti korištena je norma HRN EN 1995-1-1. Za proračun i prikaz unutarnjih sila, reakcija i progiba korišten je Autodesk Robot Structural Analysis Professional 2015. Štafle imaju dimenzije b/h = 8/5 cm, a statički sustav je prosta greda. Dimenzije roga su b/h = 12/18 cm, a statički sustav je prosta greda s prepustom. Podrožnice su dimenzija b/h = 16/16 cm, odnosno b/h = 16/22 cm, a statički sustav je kontinuirani nosač preko 5 polja. Kosnici su dimenzija b/h = 14/14 cm, stupovi b/h = 18/16 cm, odnosno b/h = 16/16 cm. Stabilizacijski elementi u punom vezu izvedeni su od punog drveta C24, dijagonalni dimenzija b/h = 5/16 cm, a horizontalni dimenzija b/h = 12/12 cm. Vjetrovni spregovi (horizontalni i vertikalni) izvedeni su od čelika S235, dimenzija ϕ 14 mm, a statički sustav za njihov proračun je sustav rešetkastog nosača. Less
Abstract (english)
The task of thesis is the calculation of monopitched wooden canopy for photo panel. Namely in Stari Perkovci, near Đakovo, occured collapse of monopitched wooden conopy which served as a girder of photo panel. The calculation implies implementation of all necessary evidence of boundary conditions which will prove that this construction could successfully resist any adverse effects. Construction plan dimensions are 67,96 x 4,26 m, roof slope is 26° and the main girders distance is 4 m.... More Construction roofing is formed of ribbed sheet metal on top of which the photo panels are placed. The maximum height of the structure is 6,77 m and the minimum 3,68 m. The material of all wooden elements is solid wood C24 and material of spatial stability security elements (horizontal and vertical bracing – soft diagonal) is steel quality S235. The calculation includes major and secundary elements as well as elements which ensure spatial stability of entire construction. Standards used for calculation of effect on contruction are HRN EN 1991-1-1, HRN EN 1991-1-3 and HRN EN 1991-1-4, depending on location, climate conditions and type of construction. For calculation and dimensioning of major and secundary elements as well as elements which ensure spatial stability, was used standard HRN EN 1995-1-1. Autodesk Robot Structural Analysis Professional 2015 was used for calculation and overview of internal forces, reactions and deflections. Dimensions of relays are b/h = 8/5 cm and static system is simply supported beam. Rafter dimensions are b/h = 12/18 cm and static system is simply supported beam with overhang. Dimensions of purlins are b/h = 16/16 cm and b/h = 16/22 cm and static system is continuous girder over 5 grounds. Dimensions of knee braces are b/h = 14/14 cm and of columns b/h = 18/16 cm and b/h = 16/16 cm. Stability elements in full connection are formed of solid wood C24 with diagonal dimensions b/h = 5/16 cm and with horizontal dimensions b/h = 12/12 cm. Wind bracings (horizontal and vertical) are made of steel S235 with dimension ϕ 14 mm, static system for their calculation is truss girder. Less
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:115649
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 on2016-07-07 11:38:28
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