diplomska naloga
Luka Possnig (Author), Sebastjan Bratina (Mentor), Tomo Cerovšek (Thesis defence commission member), Violeta Bokan-Bosiljkov (Thesis defence commission member)

Abstract

Projektiranje nosilne konstrukcije poslovnega objekta v Kranju

Keywords

gradbeništvo;diplomska dela;VSŠ;OG-MK;poslovni objekt;projektiranje;armiran beton;standard Evrokod;plošča;grede;stebri;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [L. Possnig]
UDC: 624.07:725(043.2)
COBISS: 6015073 Link will open in a new window
Views: 2318
Downloads: 543
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Other data

Secondary language: English
Secondary title: Design of load-bearing structure of an office building in Kranj
Secondary abstract: This thesis presents static analysis of load-bearing structure of a three storey office building in Kranj according to current Eurocode standards. The load-bearing structure is made of reinforced concrete and consists of monolith roof and storey plates, brick walls, beams and columns. In the analysis of the structure all impacts, that may influence the structure in its lifecycle are considered. The analysis of the plates was performed with a commercial program SAP2000 (Computers and Structures, Inc. 2009) and the analysis of the frame was made with a program ETABS (Computers and Structures, Inc. 2010). The design of typical structural elements is shown in detail, i.e. all the chosen beams, columns and a plate above the ground floor. The presented vertical load-bearing elements are designed according to the method of capacity design. The quantity of reinforcement, which is required according to Eurocode standards, is compared to the quantity of reinforcement built-in and required by the old Yugoslav regulations JUS. The comparison indicates that the difference in reinforcement is a consequence of a different model which was used for the design in the thesis. In the design of the beams it was found out that there are small differences in the quantity of reinforcement, but bigger differences appear in the design of the columns, because the Eurocode standards require larger quantity of reinforcement compared to the built-in reinforcement. Results of the analysis are presented in the text, visually in tables and images. The amounts and locations of reinforcement in the analyzed elements are shown in reinforcement drawings.
Secondary keywords: graduation thesis;civil engineering;office building;design;reinforced concrete;Eurocode standards;slab;beams;columns;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XIV, 95 str., 7 pril.
Type (ePrints): thesis
Title (ePrints): Design of load-bearing structure of an office building in Kranj
Keywords (ePrints): poslovni objekt;projektiranje;armiran beton;standard Evrokod;plošča;grede;stebri
Keywords (ePrints, secondary language): office building;design;reinforced concrete;Eurocode standards;slab;beams;columns
Abstract (ePrints): V diplomski nalogi predstavljamo statično analizo nosilne konstrukcije tri-etažnega poslovnega objekta v Kranju, po načelih in pravilih veljavnih standardov Evrokod. Nosilna konstrukcija objekta je iz armiranega betona in je sestavljena iz monolitne strešne in medetažnih konstrukcij, iz opečnih sten, gred in stebrov, ki tvorijo okvirje. Pri analizi nosilne konstrukcije upoštevamo vse značilne vplive, ki bodo v življenjski dobi delovali na konstrukcijo. Računski model za analizo plošče izdelamo v komercialnem programu SAP2000 (Computers and Structures, Inc. 2009), za analizo vertikalnih nosilnih konstrukcij pa v programu ETABS (Computers and Structures, Inc. 2010). Podrobneje projektiramo in analiziramo stropno konstrukcijo nad pritličjem ter del okvirne konstrukcije na obodu objekta. Obravnavane vertikalne nosilne elemente projektiramo po metodi načrtovanja nosilnosti. Količino armature, ki jo zahtevajo sedaj veljavni standardi Evrokod, primerjamo s količino armature, ki je bila dejansko vgrajena v nosilno konstrukcijo obravnavanega objekta in določena še po starih jugoslovanskih standardih JUS. Ugotovimo, da je razlika v količini armature v plošči nad pritličjem predvsem posledica drugačnega računskega modela, ki smo ga uporabili v okviru diplomske naloge. Pri količini armature v gredah okvirne konstrukcije na obodu objekta ni bistvenih razlik, kar pa ne velja za stebre, kjer sedaj veljavni standardi Evrokod zahtevajo večjo količino armature od dejansko vgrajene. Rezultate analize prikazujemo tekstovno, v preglednicah in s slikami. Razporeditev armature v obravnavanih nosilnih elementih dodatno prikažemo še z armaturnimi načrti.
Abstract (ePrints, secondary language): This thesis presents static analysis of load-bearing structure of a three storey office building in Kranj according to current Eurocode standards. The load-bearing structure is made of reinforced concrete and consists of monolith roof and storey plates, brick walls, beams and columns. In the analysis of the structure all impacts, that may influence the structure in its lifecycle are considered. The analysis of the plates was performed with a commercial program SAP2000 (Computers and Structures, Inc. 2009) and the analysis of the frame was made with a program ETABS (Computers and Structures, Inc. 2010). The design of typical structural elements is shown in detail, i.e. all the chosen beams, columns and a plate above the ground floor. The presented vertical load-bearing elements are designed according to the method of capacity design. The quantity of reinforcement, which is required according to Eurocode standards, is compared to the quantity of reinforcement built-in and required by the old Yugoslav regulations JUS. The comparison indicates that the difference in reinforcement is a consequence of a different model which was used for the design in the thesis. In the design of the beams it was found out that there are small differences in the quantity of reinforcement, but bigger differences appear in the design of the columns, because the Eurocode standards require larger quantity of reinforcement compared to the built-in reinforcement. Results of the analysis are presented in the text, visually in tables and images. The amounts and locations of reinforcement in the analyzed elements are shown in reinforcement drawings.
Keywords (ePrints, secondary language): office building;design;reinforced concrete;Eurocode standards;slab;beams;columns
ID: 8312544