diplomska naloga
Matic Čoh (Author), Jože Lopatič (Mentor), Živa Kristl (Thesis defence commission member), Maruška Šubic Kovač (Thesis defence commission member)

Abstract

V pričujočem diplomskem delu je predstavljeno projektiranje medetažne stropne konstrukcije v armiranobetonski izvedbi. Obravnavana medetažna stropna konstrukcija predstavlja ploščo med pritličjem in prvim nadstropjem poslovnega objekta. Projektiranje je bilo izvedeno v programskem okolju SOFiSTiK in skladno z veljavnim evropskim standardom Evrokod. Na osnovi pridobljenih načrtov objekta je bil predmet naloge določiti obtežbe, ki obremenjujejo armiranobetonsko ploščo, izdelati ustrezen računski model v programu Sofistik ob upoštevanju vhodnih podatkov, kot je material in prečni prerez ter geometrija plošče. Po opravljenem omenjenem delu je sledila kontrola mejnih stanj, to je mejno stanje nosilnosti in mejno stanje uporabnosti. S programom Sofistik je bilo izvedeno tudi dimenzioniranje armiranobetonske plošče. Na podlagi izračunanih potrebnih količin armature smo izrisali tudi armaturni načrt za izvedbo. Izris armature je potekal v programskem okolju AutoCAD.

Keywords

gradbeništvo;diplomska dela;VSŠ;projektiranje;standardi;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [M. Čoh]
UDC: 62-112.3(043.2)
COBISS: 6028129 Link will open in a new window
Views: 1803
Downloads: 364
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Other data

Secondary language: English
Secondary title: Design of a reinforced concrete slab of the comercial building
Secondary abstract: The thesis presents the design of inter-floor ceiling construction in reinforced concrete implementation. This inter-floor ceiling construction presents a panel between the ground-floor and the first-floor of an office building. The design which was carried out in the software environment SOFiSTiK took into account all the valid European standards Eurocode. Based on the obtained plans of the building the main tasks were to determine the load that burdens the reinforced concrete plate, create an appropriate computational model in the "Sofistik" software with regard to the input data, such as material, cross-section and geometry of the panel. After accomplishing these tasks there followed the control of limit states (the limit state of carrying capacity and the limit state of usability). The design of reinforced concrete panels was done with "Sofistik" software. Based on the calculation of the necessary amount of reinforcement we drew a reinforcement plan for execution. The plotting of the reinforcement was made in the software environment "AutoCAD".
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XIII, 58 str.
ID: 8714104