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Main and Detailed Design of a Reinforced Concrete Residential Building in Okrug Gornji : Master's Thesis
No full textPredmet diplomskog rada je glavni i izvedbeni projekt stambene zgrade koja se nalazi u Okrugu Gornjem. Zgrada se sastoji od suterena i 3 kata završno sa ravnim prohodnim krovom. Proračun nosivih elemenata konstrukcije proveden je u računalnom programu SCIA Engineer 19.1. Prikazane su rezne sile za temeljnu i krovnu te međukatne ploče, zidove i gredne nosače na temelju kojih se izvršilo dimenzioniranje. Za proračunate konstruktivne elmente prikazan je armaturni plan.The subject of the thesis is the main and detailed design of a residential building located in Okrug Gornji, the building consists of a basement and 3 floors with a flat roof. The calculation of load-bearing elements of the structure was carried out in the computer program SCIA Engineer 19.1. Shear forces for foundation and roof and mezzanine slabs, walls, and beam supports are shown, on the basis of which dimensioning was carried out. A reinforcement plan is shown for the calculated structural elements
Digital Transformation in Construction Industry : Undergraduate Thesis
No full textCilj ovog rada je bio je istražiti o digitalnoj transformaciji u građevinarstvu. Istraživanje je provedeno u šest točaka. U prvom dijelu opisana je BIM tehnologija i njezina primjena u građevinarstvu. Zatim je prikazana automatizacija gradnje uz pomoć građevinskih robota i 3D printanja. Rad pruža uvid u trenutni status i buduće smjernice digitalne transformacije u građevinarstvu te ističe važnost kontinuiranog usvajanja novih tehnologija i prilagodbe industrije kako bi se osigurala konkurentnost i održivost u sve zahtjevnijem globalnom okruženju.The aim of this paper was to explore digital transformation in the construction industry. The research was conducted in six parts. The first section describes BIM technology and its application in construction. Then, the automation of construction with the help of construction robots and 3D printing is presented. The paper provides insight into the current status and future directions of digital transformation in construction, emphasizing the importance of continuously adopting new technologies and adapting the industry to ensure competitiveness and sustainability in an increasingly demanding global environment
Static Calculation of a Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun manje obiteljske kuće. Građevina se sastoji od 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 a small family house is presented in this work. The building consists of two stories: the ground floor and attic with a slated roof. The construction of the house is masonry walls with reinforced concrete slabs between stories and fert structure as the 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 a Family House : Undergraduate Thesis
No full textU radu je prikazan statički proračun obiteljske kuće. Kuća se sastoji od podruma, prizemlja, kata i ravnoga krova. Nosiva konstrukcija građevine će biti izvedena od armirano betonskih zidova i ploča. Projekt sadrži: tehnički opis, proračun nosivih konstrukcijskih elemenata te karakteristične građevinske nacrte.The static design of a family house is presented in this work. The building consists of a basement, ground floor, stairs, the first floor, and a flat roof. The structure is made of reinforced concrete consisting of walls and plates. The work includes a technical description of the structure, calculation of the main structural elements, and characteristic structural plans
Main Design Project of a Residential Building in Split : Master's Thesis
No full textU radu je prikazan glavni projekt stambene zgrade koja se nalazi u Splitu. Predmetna građevina je stambena građevina i sastoji se od 6 stambenih jedinica na 4 nadzemne etaže, kao i podrumom koji služi kao garaža. Građevina je projektirana kao armiranobetonska konstrukcija s armiranobetonskom temeljnom pločom, zidovima, stupovima te armiranobetonskim pločama kao međukatnom konstrukcijom. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata te karakteristične građevinske nacrte i armaturne planove.The main design project of a residential building, which is located in Split, is presentet in this work. The subject building is a residential building consisting of 6 residential units on 4 above-ground floors, with a basement serving as a garage. The building is designed as a reinforced concrete structure with reinforced concrete foundation plate, walls, columns and reinforced concrete plates as a inter-floor structures. The project includes: a tehnical description of the construction, general and special tehnical conditions, control plan and quality assurance plan, a calculation of the main structural elements and characteristic construction plans and reinforcement plans
Calculation of a Steel Manufacturing Hall : Undergraduate Thesis
No full textU ovom završnom radu je prikazan proračun čelične kontsrukcije proizvodne hale smještene na području grada Rijeke. Dimenzionirana je glavna konstrukcija koja se sastoji od rešetke i stupova te sekundarna konstrukcija koja se sastoji od zabatnih stupova, podrožnica i spregova. Na poslijetku su dimenzionirani potrebni spojevi te su priloženi nacrti za sve navedeno. Dimenzioniranje je provedeno na temelju graničnih stanja nosivosti (GSN) i graničnih stanja uporabljivosti (GSU) u računalnom programu "SCIA Engineer 24.1".This thesis presents the structural analysis of a steel production hall in the city of Rijeka. The primary structure, consisting of trusses and columns, as well as the secondary structure, which includes gable columns, purlins, and bracing, were dimensioned. Finally, the necessary joints were designed, and drawings for all components were provided. The dimensioning was carried out based on the ultimate limit state (ULS) and serviceability limit state (SLS) using the "SCIA Engineer 24.1" software
The Main Design Project of a Covered Stand in Ploče : Master's Thesis
No full textU radu je prikazan glavni projekt natkrivene tribine koja se nalazi u Pločama. Predmetna građevina je sportsko–rekreacijski objekt koji se sastoji od prizemlja, kata i nadstrešnice. Građevina je projektirana kao armiranobetonska konstrukcija s armiranobetonskim temeljima, zidovima, stupovima, gredama te armirano betonskim pločama kao međukatnom konstrukcijom. Projekt sadrži: tehnički opis konstrukcije, opće i posebne tehničke uvjete, plan kontrole i osiguranja kvalitete, proračun nosivih konstrukcijskih elemenata te karakteristične građevinske nacrte i armaturne planove.The main design project of a covered stand, which is located in Ploče, is presented in this work. The subject building is a residental building consisting of ground floor, first floor and canopie. The building is designed as a reinforced concrete structure with a reinforced concrete foundation, walls, columns, beams, and reinforced concrete plates as an inter-floor structure. The project includes a technical description of the construction, general and special technical conditions, a control plan and quality assurance plan, a calculation of the main structural elements, and characteristic construction plans and reinforcement plans
Static Calculation of the Family House : Undergraduate Thesis
No full textU projektu je prikazan statički proračun obiteljske kuće. Kuća se sastoji dvije etaže, prizemlja i potkrovlja sa kosim krovom. Građevina je izvedena zidanim načinom sa AB međukatnom monolitnom pločom i krovom izvedenim od fert gredica. 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 project shows the static calculation of the family house. The house consists of two floors, a ground floor and an attic with a sloping roof. The building is made of masonry with an AB mezzanine monolithic slab and a roof made of fert beams. The project contains a technical description of the structure, general and special technical conditions, quality control and assurance plan, calculation of load-bearing structural elements, and characteristic construction drawings and reinforcement plans
Calculation of a Steel Manufacturing Hall : Undergraduate Thesis
No full textZa čeličnu halu smještenu na području grada Osijeka, na temelju zadanih podataka i karakteristika tog područja, izvršeno je dimenzioniranje glavne i sekundarne nosive konstrukcije. Proračun se provodio uzimajući u obzir granično stanje nosivosti (GSN) i granično stanje uporabljivosti (GSU). Razmatrana su stalna opterećenja (vlastita težina i dodatna stalna opterećenja) te promjenjiva opterećenja (snijeg i vjetar). Unutarnje sile izračunavaju se pomoću računalnog programa „SCIA Engineer 24.1“.For a steel hall located in the city of Osijek, based on the given data and the characteristics of the area, the dimensioning of the main and secondary load-bearing structure was executed. The calculations were performed considering the limit states of load-bearing capacity (LSC) and serviceability (LSU). Both constant loads (dead weight and additional permanent loads) and variable loads (snow and wind) were taken into account. Internal forces were calculated using the software program „SCIA Engineer 24.1“
The Impact of Shear Force and Linear Temperature Variation along the Height of the Beam on Deflection Depending on the Cross-section Height : Undergraduate Thesis
No full textU ovom radu analiziran je utjecaj poprečne sile te linearne promjene temperature na progib nosača u korelaciji s omjerom raspona nosača i visine njegovog poprečnog presjeka. U prvom dijelu rada detaljno je objašnjen analitički postupak definiranja elastične linije nosača, te proračun progiba i kuta zaokreta tangente na elastičnu liniju u željenom presjeku. S obzirom na kasnije odabrane numeričke primjere objašnjena je metoda početnih parametara. Primjena analitičkog postupka je pokazana na numeričkim primjerima. Osim analitičkim postupkom svi primjeri su riješeni numerički programom SCIA Engineering postavljajući linearno elastično ponašanje materijala bez uključenja materijalne nelinearnosti. I analitičkim i numeričkim postupkom provedena je parametarska analiza utjecaja poprečne sile i linearne promjene temperature po visini poprečnog presjeka nosača. Na kraju je pokazana usporedba dobivenih rezultata te zaključci navedene parametarske analize.In this paper, the influence of shear force and linear temperature variation on the deflection of a beam is analyzed in correlation with the ratio of the beam's length to the height of its cross-section. The first part of the paper provides a detailed explanation of the analytical procedure for defining the elastic line of the beam, as well as the calculation of deflection and the angle of rotation of the tangent to the elastic on the given cross-section. The method of initial parameters is explained in regard to the later chosen numerical examples. The application of the analytical procedure is demonstrated in numerical examples. In addition to the analytical procedure, all examples were also solved numerically using the SCIA Engineering software, assuming linear elastic material behavior without the inclusion of material nonlinearity. Both analytical and numerical procedures were used to conduct a parametric analysis of the influence of transverse force and linear temperature change across the height of the beam's cross-section. Finally, a comparison of the calculated results and the conclusions of the parametric analysis are presente