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Design of the Overpass above Highway : Undergraduate Thesis
No full textU radu je prikazan glavni projekt nadvožnjaka preko autoceste. Nadvožnjak se sastoji od dva jednaka raspona (20 m) i polumontažne je izvedbe. Stup između dva polja projektiran je kao “V” stup. Niveleta nadvožnjaka je oko 8,8 m iznad nivelete autoceste tako da ima dosta prostora za slobodan profil ispod nadvožnjaka. Projekt sadrži proračun uzdužnog, poprečnog nosača i stupa, te karakteristične građevinske nacrte i tehnički opis.This paper presents the main design of the overpass above the highway. The structure is semi prefabricated and it consists of two equal spans (20 m). The middle pier is V-shaped. Elevation of the overpass is cca. 8,8 m above highway elevation and therefore leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinal, transversely span girders and columns, and characteristic construction plans as well as a technical description of the constructio
Design of the Overpass above Highway : Undergraduate Thesis
No full textU radu je prikazan glavni projekt nadvožnjaka preko autoceste. Nadvožnjak se sastoji od dva jednaka raspona (20 m) i polumontažne je izvedbe. Stup između dva polja projektiran je kao ''V'' stup. Niveleta nadvožnjaka je oko 8 m iznad nivelete autoceste tako da ima dosta prostora za slobodan profil ispod nadvožnjaka. Projekt sadrži proračun uzdužnog, poprečnog nosača i stupa, te karakteristične građevinske nacrte i tehnički opis.This paper presents the main design of the overpass above the highway. The structure is semi prefabricated and it consists of two equal spans (20 m). The middle pier is V-shaped. Elevation of the overpass is cca. 8 m above highway elevation and therefore leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinal, and transversely spam griders and column, and characteristic construction plans as well as a technical description of the construction
Static Calculation of a Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun manje obiteljske kuće. Građevinu čine dvije etaže, prizemlje te potkrovlje s kosim krovom. Izvedba same građevine je zidana sa armirano betonskom međukatnom monolitnom pločom i polumontažnim sustavom fert gredica kao konstrukcija krova. Projekt sadrži: tehnički opis, opće i posebne tehničke zahtjeve, plan kontrole i osiguranja kvaliteta, proračun nosivih konstrukcijskih elemenata i karakteristične građevinske nacrte i planove armature.The static design of small family house is presented in this work. The building consist of two stories: ground floor and attic with slated roof. The construction of 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
Construction Project of a Residential Building in Vinišće : Master's Thesis
No full textZadatak ovog diplomskog rada je izraditi projekt konstrukcije 4-etažne stambene zgrade koja se nalazi u Vinišću (prizemlje + 3 kata). Građevina je izvedena u armiranom betonu s armiranobetonskom temeljnom pločom, zidovima te armiranobetonskim pločama kao međukatnim konstrukcijama. Projekt sadrži: tehnički opis konstrukcije, proračun nosivih konstrukcijskih elemenata te građevinske nacrte.The task of this master thesis is to create a project for the construction of a 4-story residential building in Vinišće (a ground floor + three floors). The building is made of reinforced concrete with a reinforced concrete foundational plate, walls, and reinforced concrete plates as ceiling slabs. The project includes a technical description of the construction, calculation of the bearing structural elements, and construction design
Seismic Analysis of the Southeast Tower of Diocletian' 's Palace in Split by the Finite-Discrete Element Method : Master's Thesis
No full textU ovom radu provedena je analiza zidane konstrukcije jugoistočne kule Dioklecijanove palače u Splitu izložene seizmičkom djelovanju. Analiza je provedena pomoću programa “Y-2D“ koji se bazira na metodi konačno–diskretnih elemenata. Korišteni su zapisi izmjerenih ubrzanja tla za tri potresa: Petrovac (Crna Gora, 1979.), Campano Lucano (Italija, 1980.) i South Iceland (Island, 2000.). Rezultati numeričkih simulacija daju uvid u ponašanje promatrane kamene zidane konstrukcije tijekom potresnog djelovanja.This paper presents an analysis of the masonry structure of the southeastern tower of Diocletian's Palace in Split exposed to seismic action. The analysis was performed using the "Y-2D" program, which is based on the finite-discrete element method. Records of measured ground accelerations for three earthquakes were used: Petrovac (Montenegro, 1979.), Campano Lucano (Italy, 1980.) and South Iceland (Iceland, 2000.). The results of numerical simulations provide insight into the behavior of the observed stone masonry structure during the seismic action
Static Calculation of Family House : Undergraduate Thesis
No full textRad obrađuje glavni projekt manje obiteljske kuće, koja se sastoji od prizemlja i potkrovlja, iznad kojeg je formiran kosi krov. Građevina se izvodi u zidanoj verziji, tzv. omeđenim ziđem, pri čemu je međukatna konstrukcija nad prizemljem monolitna ab ploča, a krovna konstrukcija je fert strop. 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 work present the main project of a small family house, which consists of a ground floor and an attic, above which a pitched roof is formed. The building is built in a masonry version, the so-called confined masonry, with monolithic rc slab above the ground floor, and the Fert structure as a roof structure. The work include 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 a Steel Manufacturing Hall : Undergraduate Thesis
No full textNa osnovu zadanih podataka čelične hale dimenzionirana je glavna nosiva konstrukcija, sekundarni nosači, spregovi i temelji konstrukcije. Objekt se smjestio na području grada Zagreba. Proračun je izveden prema kriterijima graničnog stanja nosivosti (GSN) i graničnog stanja uporabljivosti (GSU). Konstrukcija je podložna opterećenjima, a javljaju se stalno (vlastita težina i dodatno stalno opterećenje) i promjenjivo (snijeg i vjetar). Izračun unutarnjih sila izveden je pomoću računalnog programa „SCIA Engineer 22.1“.Based on the provided data for the steel hall, the main load-bearing structure, secondary beams, bracing, and foundations were designed. The structure is located in the city of Zagreb. The design calculations were performed according to the criteria of the ultimate limit state (ULS) and the serviceability limit state (SLS). The structure is subjected to loads, including permanent loads (self-weight and additional permanent load) and variable loads (snow and wind). The calculation of internal forces was carried out using the software 'SCIA Engineer 22.1'
