diplomska naloga
Ožbolt Seničar (Avtor), Jože Lopatič (Mentor), Tomo Cerovšek (Član komisije za zagovor), Janez Žmavc (Član komisije za zagovor)

Povzetek

Dimnezioniranje konstrukcije enodružinske hiše

Ključne besede

gradbeništvo;diplomska dela;VSŠ;enodružinska hiša;konstrukcija;dimenzioniranje;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [O. Seničar]
UDK: 624.04(043.2)
COBISS: 4933985 Povezava se bo odprla v novem oknu
Št. ogledov: 2639
Št. prenosov: 815
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Design of a carrying structure of a dwelling - house
Sekundarni povzetek: The following work presents static calculation of a dwelling-house in accordance with the applicable standards from the Eurocode family. The structure has the following plan view dimensions: 14 x 14m, and it comprises basement, ground floor, and attic. It has reinforced- concrete strip foundations, the walls are made out of bricks, and together with vertical beams represent confined masonry. The floor structure between the basement and the ground floor is a reinforced-concrete plate, and one way concrete hollow-clay-tile floor system is located between the ground floor and the attic. Roof construction consists of two inferior and two middle purlins, and two inferior purlins and a ridge beam on the part, which is perpendicular to the main axsis of the roof. Rafters are inter-connected with collar ties, ridge ends are concluded with “čopi”, and the roof angle is 38°. The house is located in the Notranjska region, 300 meters above the sea-level. The majority of the thesis studies the course of forces along the construction and the selection of calculation models of individual sets. V
Sekundarne ključne besede: civil engineering;graduation thesis;design;load carrying structure;dwelling-house;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: XXII, 143 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Design of a Load Carrying Structure of a Dwelling-House
Ključne besede (ePrints): enodruţinska hiša;konstrukcija;dimenzioniranje
Ključne besede (ePrints, sekundarni jezik): Design;load carrying structure;dwelling-house
Povzetek (ePrints): Delo predstavlja statični izračun enodružinske hiše po veljavnih standardih iz družine Evrokod. Objekt je tlorisnih dimenzij 14 x 14 m in zajema klet, pritličje in mansardo. Temeljeno je na armiranobetonskih pasovnih temeljih, stene so zidane in z vertikalnimi vezmi predstavljajo povezano zidovje, medetažna konstrukcija med kletjo in pritličjem je armiranobetonska plošča, med pritličjem in mansardo pa je rebričasti strop nosilen v eni smeri. Strešna konstrukcija je izvedena z dvema kapnima in dvema vmesnima legama oziroma z dvema kapnima in slemensko lego na delu, ki je pravokoten na glavno os strehe. Špirovci so med seboj povezani s škarjami, na koncih slemen so izvedeni čopi, naklon strešine je 38°. Objekt stoji na Notranjskem, na nadmorski višini 300 metrov. Največji del naloge je posvečen poteku sil po konstrukciji ter izbiri računskih modelov posameznih sklopov.
Povzetek (ePrints, sekundarni jezik): The following work presents static calculation of a dwelling-house in accordance with the applicable standards from the Eurocode family. The structure has the following plan view dimensions: 14 x 14m, and it comprises basement, ground floor, and attic. It has reinforced- concrete strip foundations, the walls are made out of bricks, and together with vertical beams represent confined masonry. The floor structure between the basement and the ground floor is a reinforced-concrete plate, and one way concrete hollow-clay-tile floor system is located between the ground floor and the attic. Roof construction consists of two inferior and two middle purlins, and two inferior purlins and a ridge beam on the part, which is perpendicular to the main axsis of the roof. Rafters are inter-connected with collar ties, ridge ends are concluded with “čopi”, and the roof angle is 38°. The house is located in the Notranjska region, 300 meters above the sea-level. The majority of the thesis studies the course of forces along the construction and the selection of calculation models of individual sets. V
Ključne besede (ePrints, sekundarni jezik): Design;load carrying structure;dwelling-house
ID: 8310543