Statična analiza večetažne zidane stavbe v Hrpeljah : diplomska naloga

Mugerli, Matija (author), Bratina, Sebastjan (mentor)

V diplomski nalogi sem analiziral in dimenzioniral karakteristične elemente nosilne konstrukcije večetažne zidane stanovanjske stavbe v Hrpeljah. Vsebinsko je naloga sestavljena iz dveh delov in sicer iz analize nosilnosti medetažne armiranobetonske (AB) plošče ter iz analize nosilnosti zidanih sten v pritličju stavbe. Pri analizi sem se poslužil metod mejnih stanj in sicer mejnih stanj nosilnosti (MSN) in mejnih stanj uporabnosti (MSU). Analizo AB plošče sem izvedel s pomočjo idealiziranega računskega modela, ki sem ga izdelal v komercialnem programu Tower[10]. Pri tem sem poleg lastne in stalne obtežbe plošče upošteval še vpliv koristne obtežbe, ki se razlikuje po prostorih v stavbi. Kontrolo nosilnosti zidov v pritličju sem izvedel pri delovanju navpične in vodoravne obtežbe. Pri tem sem si pomagal z računalniškim programom za obdelavo preglednic MS Excel.

• Language: Slovenian
• Keywords: analiza, armiran beton, Tower, zidovi, mejna stanja
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Publisher: [M. Mugerli]
• Year: 2017
• PID: 20.500.12556/RUL-96482
• UDC: 624.012.45:624.04(043.2)
• COBISS.SI-ID: 8176737
• Publication date in RUL: 02.10.2017

Secondary language

• Language: English
• Title: Static analysis of a multy storey masonry building in Hrpelje : Graduation thesis

Abstract

In this thesis I analysed and designed typical elements of a load-bearing structure of a multi storey masonry residential building in Hrpelje. Thesis consists of two parts, analysis of load bearing capacity of floor reinforced plate and analysis of bearing capacity of brick walls on ground floor. While analysing, I was using limit state design method, ultimate limit state and serviceability ultimate state. I carried out analysis of reinforced concrete plate with idealised computing model made in Tower programme[10]. Besides dead load and permanent load I considered influence of live load, which is different from position in the building. I carried out control of a load-bearing capacity of walls on ground floor while vertical and horizontal load was acting on them. I was using computer programme for working with tables called MS Excel.

• Keywords: analysis, reinforced concrete, Tower, walls, ultimate state