Projektiranje nosilne konstrukcije poslovne stavbe v Domžalah : diplomska naloga

Šeligo, Robert (author), Bratina, Sebastjan (mentor), Kante, Peter (comentor)

V diplomski nalogi smo analizirali in dimenzionirali značilne elemente armiranobetonske nosilne konstrukcije poslovne stavbe. Predpostavili smo, da se štirietažna stavba nahaja v Domžalah. Določili smo vrednosti stalnih in spremenljivih vplivov ter vrednosti potresnega vpliva, ki učinkujejo na konstrukcijo. Nosilno konstrukcijo smo dimenzionirali po metodi mejnih stanj, ki so predpisani v standardih Evrokod. V računalniškem programu SAP2000 smo izdelali idealizirana računska modela za analizi AB medetažne plošče in vertikalnih AB sten. Rezultat analiz je računsko potrebna količina armature v nosilnih konstrukcijskih elementih. Za analizirano medetažno ploščo in izbrano steno smo skonstruirali armaturo in izdelali armaturne načrte.

• Language: Slovenian
• Keywords: gradbeništvo, diplomska naloga, OG-MK, stavba, dimenzioniranje, plošča, armatura, stene, SAP2000
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [R. Šeligo]
• Year: 2016
• Number of pages: XII, 73 str., 6 pril.
• PID: 20.500.12556/RUL-84855
• UDC: 624.07:725.2(497.4Domžale)(043.2)
• COBISS.SI-ID: 7766113
• Publication date in RUL: 19.11.2016

ŠELIGO, Robert, 2016, Projektiranje nosilne konstrukcije poslovne stavbe v Domžalah : diplomska naloga [online]. Bachelor’s thesis. Ljubljana : R. Šeligo. [Accessed 22 April 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=84855

Secondary language

• Language: English
• Title: Structural Design of Commercial Building in Domžale

Abstract

In the diploma thesis, we have analyzed and dimensioned the typical elements of R/C load-bearing structure of a commercial building. We have assumed that a four-story building is located in Domžale. We have determined the value of permanent and variable actions and the values of seismic load that affect the structure. The structure elements have been designed by the principles of limit states, according the Eurocode standard specifications. For the analysis of R/C floor plate and walls, two different idealized mathematical models have been built in software SAP2000. The result of design analysis, are the required amounts of reinforcement in the structural elements. We have designed the reinforcement of a floor plate and one selected wall, and presented them in the reinforcement plans.

• Keywords: building, dimensioning, plate, reinforcement, walls, punching shear, SAP2000