prikaz prve stranice dokumenta Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva
Access restricted to students and staff of home institution
undergraduate thesis
Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva
2024. urn:nbn:hr:133:972173
Vekić, Marta
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Vekić, M. (2024). Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva (Undergraduate thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:972173

Vekić, Marta. "Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:972173

Vekić, Marta. "Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:972173

Vekić, M. (2024). 'Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 26 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:972173

Vekić M. Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 December 26] Available at: https://urn.nsk.hr/urn:nbn:hr:133:972173

M. Vekić, "Statički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva", Undergraduate 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:133:972173

Please login to the repository to save this object to your list.
Metadata
TitleStatički proračun i dimenzioniranje armiranobetonske konstrukcije Gradskog arhiva
Title (english)Structural analysis and design of the reinforced concrete structure of a City archive
AuthorMarta Vekić
MentorIvan Kraus (mentor)
Committee memberDamir Varevac (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberMarijana Hadzima-Nyarko (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2024-09-17, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Proveden je statički proračun te postupak dimenzioniranja ploča i greda armiranobetonske konstrukcije trokatne zgrade gradskog arhiva primjenom računalnog programa Excel. Temeljem provednog proračuna sukladno Eurokod normama, u obje stropne promatrane ploče ugrađena je jednaka armaturna mreža tipa Q, a u krovnoj ploči ugrađuje se armaturna mreža tipa R. Stropna ploča je nosiva u dva smjera, a krovna ploča nosiva je u jednom smjeru. U programu Excel napravljen je proračun koji promjenom ulaznih parametara vraća nove izlazne vrijednosti. Usvojene ploštine armaturne mreže približno su jednake medijanu od najmanje dopuštene, potrebne i najveće dopuštene ploštine armature. Usvojene ploštine armaturnih šipki u presjecima stropnih ploča iznad oslonaca približno su jednake potrebnoj ploštini armature.
Abstract (english)
The static calculation and dimensioning of the slabs and beams of the reinforced concrete structure of the three-storey building of the city archive was carried out using the computer programme Excel. On the basis of the calculations carried out in accordance with Eurocode standards, the same type Q reinforcement mesh is installed in both ceiling slabs under consideration and type R reinforcement mesh in the roof slab. The ceiling slab is load-bearing in two directions, the roof slab is load-bearing in one direction. A calculation was carried out in Excel, which provides new output values if you change the input parameters. The adopted areas of the reinforcement meshes correspond approximately to the mean value of the smallest, required and largest permissible areas of the reinforcement. The adopted areas of the reinforcement bars in the sections of the floor slabs above the supports are approximately equal to the required area of the reinforcement.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:972173
Study programmeTitle: University Undergraduate Studies of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) 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 on2024-10-24 09:14:49