diplomska naloga
Ožbolt Seničar (Author), Jože Lopatič (Mentor), Tomo Cerovšek (Thesis defence commission member), Janez Žmavc (Thesis defence commission member)

Abstract

Dimnezioniranje konstrukcije enodružinske hiše

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [O. Seničar]
UDC: 624.04(043.2)
COBISS: 4933985 Link will open in a new window
Views: 2639
Downloads: 815
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Other data

Secondary language: English
Secondary title: Design of a carrying structure of a dwelling - house
Secondary abstract: 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
Secondary keywords: civil engineering;graduation thesis;design;load carrying structure;dwelling-house;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XXII, 143 str.
Type (ePrints): thesis
Title (ePrints): Design of a Load Carrying Structure of a Dwelling-House
Keywords (ePrints): enodruţinska hiša;konstrukcija;dimenzioniranje
Keywords (ePrints, secondary language): Design;load carrying structure;dwelling-house
Abstract (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.
Abstract (ePrints, secondary language): 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
Keywords (ePrints, secondary language): Design;load carrying structure;dwelling-house
ID: 8310543