Projekt dvoetažnega poslovno proizvodnega objekta : diplomska naloga

Nučič, Gregor (author), Hladnik, Leon (mentor)

V diplomski nalogi je prikazan postopek statične analize in dimenzioniranje nosilnih elementov jeklene konstrukcije. Stavba je pravokotne tlorisne oblike, dimenzij 12,10 m in 32,20 m. Višina objekta je 9,50 m. Objekt ima dve etaži. V pritličju je predvidena proizvodnja in skladiščenje, v nadstropju so pisarne. Projekt je narejen v skladu z veljavnimi predpisi in standardi Evrokod ter pripadajočimi slovenskimi nacionalnimi dodatki. Dimenzioniranje na potresno projektno stanje je prikazano na dva načina in sicer, konstrukcije z majhnim sipanjem energije ter konstrukcije s sposobnostjo sipanja energije. Dimenzionirani so tudi štirje značilni spoji obravnavane jeklene konstrukcije. Fasada in streha je iz ognjeodpornih panelov. Dimenzioniranje temeljev ni vključeno v diplomsko nalogo.

• Language: Slovenian
• Keywords: gradbeništvo, diplomska dela, SOG, jeklena konstrukcija, statični izračun, potresno projektno stanje, Evrokod 3, Evrokod 8
• Work type: Undergraduate thesis
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [G. Nučič]
• Year: 2016
• Number of pages: XIV, 135 str., 6 pril.
• PID: 20.500.12556/RUL-86452
• UDC: 624.04:624.07(497.4)(043.2)
• COBISS.SI-ID: 7720289
• Publication date in RUL: 09.11.2016

Secondary language

• Language: English
• Title: Structural design of a two storey office building and production facility

Abstract

The Graduation Thesis shows the process of structural analysis and design of key elements of the steel structure. The building has a rectangular floor shape, dimensions of 12.10 m and 32.20 m. Building height is 9.50 m. Construction is a two storey facility. On the ground floor is planed production and storage unit, on the first floor there would be offices. The project is designed in accordance with the valid European standards Eurocodes and related Slovenian national annex. Design of structure for earthquake resistance is shown in two ways, constructions with low energy dissipation and constructions with ability of energy dissipation. In Thesis is also shown design of four typical connections. The facade and roof is made of fire resistant panels. Dimensioning of the foundations is not included in the Thesis.

• Keywords: graduation thesis, civil engineering, steel structure, static calculation, seismic design, Eurocode 3, Eurocode 8