prikaz prve stranice dokumenta Izvedbeni projekt armiranobetonske okvirne hale
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master's thesis
Izvedbeni projekt armiranobetonske okvirne hale
2023. urn:nbn:hr:133:122406
Frečko, Dominik
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Frečko, D. (2023). Izvedbeni projekt armiranobetonske okvirne hale (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:133:122406

Frečko, Dominik. "Izvedbeni projekt armiranobetonske okvirne hale." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:122406

Frečko, Dominik. "Izvedbeni projekt armiranobetonske okvirne hale." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:122406

Frečko, D. (2023). 'Izvedbeni projekt armiranobetonske okvirne hale', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 11 April 2024, https://urn.nsk.hr/urn:nbn:hr:133:122406

Frečko D. Izvedbeni projekt armiranobetonske okvirne hale [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 April 11] Available at: https://urn.nsk.hr/urn:nbn:hr:133:122406

D. Frečko, "Izvedbeni projekt armiranobetonske okvirne hale", 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:133:122406

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Metadata
TitleIzvedbeni projekt armiranobetonske okvirne hale
Title (english)Detailed design of rc frame hall
AuthorDominik Frečko
MentorDamir Varevac (mentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberDamir Varevac (član povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2023-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema diplomskog rada je proračun te izrada plana i iskaza armature za armiranobetonsku okvirnu konstrukciju zgrade smještene u kontinentalnoj Hrvatskoj. Tlocrtne dimenzije zgrade su 2500 cm x 5000 cm. Temeljna konstrukcija se sastoji od temelja samaca, dimenzija 120 cm x 120 cm x 60 cm (širina x dužina x visina), koji su povezani temeljnim gredama, dimenzija 40 cm x 60 cm. Nadtemeljna konstrukcija se sastoji od podne armiranobetonske ploče, stupova, greda i ravnog neprohodnog krova. Debljina podne ploče iznosi 20 cm, dok su dimenzije stupova 40 cm x 40 cm, a greda 40 cm x 43 cm. Debljina ploče ravnog krova iznosi 18 cm. Krovna armiranobetonska ploča armirana je mrežama čelične armature Q226. Za uzdužnu armaturu armiranobetonskih greda korištene su čelične šipke promjera 12 mm, a za poprečnu armaturu čelične šipke promjera 10 mm. Armiranobetonski stupovi armirani su uzdužnom armaturom promjera 14 mm i poprečnom armaturom promjera 6 mm. Kvaliteta ugrađenog betona je C25/30, a čelika za armiranje B500B.
Abstract (english)
The subject of this paper is a design and a bar bending schedule of a reinforced concrete frame structure of a building located in continental Croatia. The layout dimensions of the building are 2500 cm x 5000 cm. The foundation structure is made of isolated footings, with dimensions 120 cm x 120 cm x 60 cm (width x length x height), which are connected with beams, with dimensions 40 cm x 60 cm. The superstructure is made of a reinforced concrete floor slab, columns, beams and a flat roof. The thickness of the floor slab is 20 cm, while dimensions of columns are 40 cm x 40 cm and dimensions of beams are 40 cm x 43 cm. The thickness of the roof slab is 18 cm. The reinforced concrete roof slab is reinforced with reinforcing meshes Q226. The longitudinal reinforcement in beams is made of steel bars with 12 mm diameter, while transverse reinforcement is made of steel bars with 10 mm diameter. The longitudinal reinforcement in columns is made of steel bars with 14 mm diameter, while transverse reinforcement is made of steel bars with 6 mm diameter. Concrete grade is C25/30 and steel grade is B500B.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:122406
Study programmeTitle: Specialist professional study in civil engineering; specializations in: Construction management, supervision and maintenance of structures, Construction management, supervision and maintenance of structures
Course: Construction management, supervision and maintenance of structures
Study programme type: professional
Study level: specialist graduate
Academic / professional title: stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina (stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina)
Type of resourceText
File originBorn digital
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Created on2023-10-17 09:13:43