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Static Calculation of Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun manje obiteljske kuće. Građevina se sastoji dvije etaže, prizemlja i kata sa ravnim krovom. Izvedba građevine je zidana sa armirano betonskom međukatnom monolitnom pločom i fert gredicama kao konstrukcijom ravnog krova. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata i karakteristične građevinske nacrte i armaturne planove.The static design of the small family house is presented in this work. The building consists of two stories: the ground floor and the first storey with a flat roof. The construction of the house is masonry walls with a reinforced concrete slab between stories and fert structure as a roof structure. The work includes a technical description of the structure, general and particular conditions of civil engineering works, control plan, and quality assurance plan, calculation of the main structural elements as well as characteristic structural plans and reinforcement plans
Static Calculation of Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun manje obiteljske kuće. Građevina se sastoji dvije etaže, prizemlja i potkrovlja sa kosim krovom. Izvedba građevine je zidana sa armirano betonskom međukatnom monolitnom pločom i fert gredicama kao konstrukcija krova. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata i karakteristične građevinske nacrte i armaturne planove.The static design of the small family house is presented in this work. The building consists of two stories: the ground floor and the attic with a slated roof. The construction of the house is masonry walls with reinforced concrete slab between stories and fert structure as roof structure. The work includes a technical description of the structure, general and particular conditions of civil engineering works, control plan and quality assurance plan, calculation of the main structural elements as well as characteristic structural plans and reinforcement plans
Design of the Overpass above Highway : Undergraduate Thesis
No full textU ovom radu je prikazan glavni projekt tipskog nadvožnjaka koji služi kao prijelaz lokalne ceste iznad autoceste. Nadvožnjak se sastoji od dva jednaka raspona (16 m) i polumontažne je izvedbe. Širina nadvožnjaka je 8,5 m što uključuje dvije prometne trake, uzdignute pješačke staze i ogradu. Stup između dva polja projektiran je kao „V“ stup. Niveleta nadvožnjaka je oko 8,5 m iznad nivelete autoceste tako da ima dosta prostora za slobodni profil ispod nadvožnjaka. Projekt sadrži tehnički opis, proračun uzdužnog, poprečnog nosača i stupa, te karakteristične građevinske nacrte i troškovnik.This paper presents the main project of a standard overpass designed to serve as a crossing of a local road over a highway. The structure is semi prefabricated and it consists of two equal spans (16 m). The width of the overpass is 8.5 m, including two traffic lanes, elevated pedestrian walkways, and a guardrail. The middle pier is V-shaped. Elevation of the overpass is approximately 8.5 m above highway elevation and therefore leaves enough apace for traffic beneath the overpass. The project includes a technical description, the calculation of the longitudinal, and transversely span girders and columns, characteristic construction plans, and a cost estimate
The Main Project Construction Pit Protection for Hotel ˝Kadulja˝in the Area Trstenik in Split : Master's Thesis
No full textTeren na predmetnoj lokaciji izgrađuju flišne naslage srednjeg do gornjeg eocena (E_2,3) – matična stijena koja je prekrivena slojem degradiranog (rastrošenog) fliša (Qel), slojem kvartarnih deluvijalnih naslaga (Qd) te slojem nasipa (Qn). Do predviđene dubine u zahvatu u terenu ne predviđa se pojava podzemne vode. Za idejno rješenje konstrukcije hotela izrađen je glavni projekt zaštite građevne jame. Iskopom na projektiranu kotu formirat će se zasjeci u visini od 16,4 m do 10,0 m. Na jugozapadnom dijelu građevne jame formirat će se vrlo strmi zasjek zbog nedostatka prostora uvjetovanog blizinom granice parcele, dok u ostalim dijelovima građevne jame formirat će se zasjeci nagiba pokosa 3:1. Zaštita, odnosno stabilizacija pokosa građevne jame izvršena je sustavom mlaznog armiranog betona i geotehničkim sidrima.The grounds at the location in question are made up of flysch deposits of the middle to upper Eocene (E_2,3) – the parent rock which is covered by a layer of degraded (disintegrated) flysch (Qel), a layer of quaternary diluvial deposits (Qd) and a layer of embankment (Qn). The occurrence of groundwater is not expected up to the predicted depth in the intervention on the ground. For the conceptual design of the hotel construction, the main project for the protection of the construction pit was created. Excavation at the designed elevation will create cuts at a height of 16.4 m to 10.0 m. A very steep cut will be formed in the southwestern part of the construction pit due to the lack of space conditioned near the border of the plot, while cuts with a slope of 3:1 will be formed in the other parts of the construction pit. The protection and stabilization of the slope of the construction pit were carried out with a system of jet-reinforced concrete and geotechnical anchors
