prikaz prve stranice dokumenta Proračun drvenog krovišta
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master's thesis
Proračun drvenog krovišta
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. urn:nbn:hr:133:164439
Valenčak, Josip
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

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Cite this document

Valenčak, J. (2018). Proračun drvenog krovišta (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:133:164439

Valenčak, Josip. "Proračun drvenog krovišta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:164439

Valenčak, Josip. "Proračun drvenog krovišta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:164439

Valenčak, J. (2018). 'Proračun drvenog krovišta', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 29 April 2024, https://urn.nsk.hr/urn:nbn:hr:133:164439

Valenčak J. Proračun drvenog krovišta [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2018 [cited 2024 April 29] Available at: https://urn.nsk.hr/urn:nbn:hr:133:164439

J. Valenčak, "Proračun drvenog krovišta", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:133:164439

Metadata
TitleProračun drvenog krovišta
Title (english)Calculations of wooden roof
AuthorJosip Valenčak
MentorJurko Zovkić (mentor)
Committee memberDamir Markulak (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 country2018-06-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak ovog diplomskog rada bio je detaljno snimiti i proračunati postojeće tradicionalno drveno krovište prema sadašnjim propisima i normama. Promatrano krovište je sastavni dio stambeno-poslovne građevine u Našicama. Krovište je izvedeno kao kombinacija dvostrešne dvostruke visulje i skošene stolice, ukupne tlocrtne površine 441,08 m2. Statički sustav čine stupovi, kliješta, vezne grede, podrožnice, rogovi, razupore i kosnici . Nagib krovnih ploha je 37,25°. Svi elementi krovišta su od punog drveta kvalitete D55. Prilikom proračuna analize opterećenja korištena su pravila i ograničenja dana normama: HRN EN 1991-1-1 (stalno opterećenje), HRN EN 1991-1-3 (opterećenje snijegom), HRN EN 1991-1-4 (opterećenje vjetrom) i HRN EN 1991-1-1 (opterećenje od arhive). Zatim je provedena provjera dimenzija elemenata krovišta prema HRN EN 1995 za mjerodavnu kombinaciju opterećenja, te su napravljeni detaljni nacrti glavnih spojeva krovišta. Mjerodavna kombinacija opterećenja dobivena je računalnim programom Robot Structural Analysis Professional 2016, a grafički prilozi napravljeni su pomoću programa ZW CAD 2017. Na kraju rada napravljen je iskaz materijala i zaključak o tome kako elementi promatranog krovišta zadovoljavaju današnje propise i norme.
Abstract (english)
The topic of this graduate thesis is a detailed record and calculation of an existing wooden roof in accordance with, as of writing, modern norms and regulations. The roof in question is an integral part of a residental-business building in Našice. Covering the total floor area of 441.08 m2, it's constructed as a combination of gable roof and hip roof. The static system consists of columns, collar beams, tie beams, purlins, rafters, resistors and struts .The roof has a slope of 37,25°.All the elements are made out of solid wood which is of grade D55 quality. Rules and limitations outlined in the following standards were used to calculate the load analysis: HRN EN 1991-1-1 (constant load), HRN EN 1991-1-3 (snow load), HRN EN 1991-1-4 (wind load) and HRN EN 1991-1-1 (storage load). The regulated load combinations for the dimensions of roof elements were checked to be in accordance with the HRNEN 1995 standard and detailed blueprints of the main joints were made. Load combinations were calculated using Robot Structural Analysis Professional 2016, and ZW CAD 2017 was used to draw the graphicalattachments. In the last part of the thesis the list of materials is given followed by a conclusion as to how the elements of the roof satisfy today's regulations and norms.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:164439
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 on2018-07-02 15:05:50