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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 (17 m) i polumontažne je izvedbe. Stup između dva polja projektiran je kao “V“ stup. Niveleta nadvožnjaka je oko 7,7m iznad nivelete autocete tako da ima dosta prostora za slobodan profil ispod nadvožnjaka. Projekt sadrži proračun uzdužnog, poprečnog nosača i stupa, te krakteristične građevinske nacrte i tehnički opis.This paper presents the main design of the overpass above highway. The structure is semi Prefabricated and it consist of two equal span (17m). Middle pier is V-shaped. Elevation of the overpass is cca. 7,7m above highway elevation and therefore leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinally, transversely span girders and column, and characteristic construction plans as well as technical description of the construction
Static Calculation of Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun manje obiteljske kuće. Građevina se sastoji od prizemlja,dva kata i potkrovlja sa kosim krovom. Izvedba građevine je zidana sa armirano betonskim međukatnim monolitnim pločama i drvenom konstrukcijom krova. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata i karakteristične građevinske nacrte.The paper presents the static calculation of a small family house. The building consists of a ground floor, two upper floors and an attic with a sloping roof. The construction of the building is made of masonry with reinforced concrete mezzanine monolithic slabs and a wooden roof structure. The project contains: technical description of the construction, general and special technical conditions, quality control and assurance plan, calculation of load-bearing. structural elements and characteristic construction drawings
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 8,4 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 highway. The structure is semi prefabricated and it consist of two equal span (20 m). Middle pier is V-shaped. Elevation of the overpass is cca 8,4 m above highway elevation and therefore leaves enough space for traffic beneath the overpass. The work includes the calculation of the longitudinally, transversely span girders and column, and characteristic construction plans as well as technical description of the construction
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 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 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
Analysis of Traffic Accidents at Selected Intersections in Split : Master's Thesis
No full textObzirom da iz godine u godinu na prometnicama raste broj automobila tako i prometnog opterećenja, povećana je mogućnost za nastanak prometnih nesreća. U ovom diplomskom radu izvršena je analiza prometnih nesreća koje su se dogodile na pet odabranih raskrižja u gradu Splitu u trogodišnjem uzastopnom razdoblju od 2019. do 2021. godine. Detaljna analiza i kvalitetna sanacija opasnih mjesta na prometnicama, u ovom slučaju na raskrižjima, osigurava povećanje sigurnosti cestovnog prometa. Identifikacija opasnih mjesta provedena je na temelju podataka o prometnim nesrećama, na području grada Splita koje je dostavila Policijska uprava splitsko – dalmatinska. Dostavljeni podaci su obrađeni uz pomoć programskog alata Microsoft Office – Excel. Nakon provedene analize dat je prijedlog mjera za povećanje sigurnosti prometa na promatranim raskrižjima.Considering that the number of cars and the traffic load on the roads increases from year to year, the possibility of traffic accidents is increased. In this Master's thesis, an analysis of traffic accidents that occurred at five selected intersections in the city of Split in a three-year consecutive period from 2019 to 2021 was performed. Detailed analysis and high-quality rehabilitation of dangerous places on roads, in this case in intersections, ensures an increase in road traffic safety. The identification of dangerous places was carried out on the basis of data on traffic accidents in the area of the city of Split, provided by the Split-Dalmatia Police Department. The provided data were processed with the help of Microsoft Office - Excel. After the analysis, a proposal was made for measures to increase traffic safety at the observed intersections
Design of a Steel Manufacturing Hall : Undergraduate Thesis
No full textPrema dobivenim ulaznim podacima izvršena je analiza opterećenja, te su dimenzionirani glavni i sekundarni nosivi dijelovi čelične konstrukcije. Analiza opterećenja i dimenzioniranje su proračunati prema Eurocode-u. Čelična konstrukcija ima raspon glavnog nosača od 19,2 m te deset uzdužnih raspona s na razmaku od 5,4 m, što čini ukupnu dužinu od 54 m.According to input data it was calculated load analysis and the main and secondary load-bearing parts of the steel structure are dimensioned. Load analysis and dimension analysis were calculated according to Eurocode. Steel structure have main
load-bearing span of 19,2 m in one way and ten range at distance of 5,4 m in other way, what making a total lenght of 54 m
Calculation of the Wooden Roof Truss with Layout 20.0 x 51.0 m : Undergraduate Thesis
No full textU završnom radu, izvršen je proračun drvene konstrukcije rešetkastog krovišta, dimenzija 20.0 x 51.0 m. Konstrukcija se nalazi u gradu Zagrebu i na nju djeluju stalna i promjenjiva opterećenja. Dimenzionirani su konstruktivni elementi prema graničnom stanju nosivosti i graničnom stanju uporabljivosti, izrađeni su nacrti, detalji spojeva konstrukcije te je dokazana vatrootpornost konstrukcije i vatrootpornost spojeva u trajanju 30 minuta.In this thesis, the calculation of wooden construction roof truss, with dimensions 20.0 x 51.0 m, was carried out. The structure is located in the city of Zagreb and is subject to constant and variable loads. Constructive elements were dimensioned according to the limit state of load bearing capacity and limit state of serviceability. Drawings and details of structural joints were made, and the fire resistance of the structure and the fire resistance of the joints for a duration of 30 minutes was proven
Calculation of the Load Bearing Masonry Structure : Undergraduate Thesis
No full textGlavni zadatak ovog rada je proračun nosive zidane konstrukcije. Proračun sadrži: dokaz nosivosti zidova na vertikalna opterećenja, dokaz nosivosti zidova na potres, proračun potrebne armature na vertikalne serklaže, određivanje širine temeljnih traka iz uvjeta nosivosti, proračun međukatnih konstrukcija i određivanje potrebne armatureThis paper presents the calculation of the load bearing masonry structure. The construction consists of three floors, ground floor and two floors. The calculation contains proof of the bearing capacity of the walls against earthquakes, and the calculation of the necessary reinforcement for the vertical cerclages, the calculation of the width of the foundation strips from the loadbearing conditions, and the calculation of the structures and the calculation of the reinforcement require
Curve of Duration and Frequency in Modular Coefficients - Source of the River Žrnovnica : Undergraduate Thesis
No full textU ovom radu statistički su obrađeni podaci vezani za dnevne protoke izvora Žrnovnice za 2018. i 2019. godinu. Na temelju obrađenih podataka izrađene su krivulje učestalosti i trajanja pomoću modulnih koeficijenata. Obrađena je tema recesije - metode rješavanja i oblici recesijskih krivulja.This study elaborates statistical data processing for daily flows for the source of the river Žrnovnica for 2018. and 2019. year. Based on the processed dana, frequency and duration curves were created using module coefficients. The topic of recession was covered – methods of solving and forms of recession curves