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Title:STATIČNA IN DINAMIČNA ANALIZA JEKLENE HALE Z ŽERJAVNO PROGO
Authors:ID Dvoršak, Saša (Author)
ID Kravanja, Stojan (Mentor) More about this mentor... New window
ID Žula, Tomaž (Comentor)
Files:.pdf UNI_Dvorsak_Sasa_2011.pdf (7,99 MB)
MD5: E6A06B7ECDD5DF195D4EBBC71A398468
PID: 20.500.12556/dkum/77e94416-0e0a-4648-ab0e-59a4ecf60aca
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Namen diplomskega dela je statična in dinamična analiza jeklene hale z žerjavno progo. Dimenzije hale so 42,0 m x 18,0 m, višina pa je 9,2 m. Izračun je bil izveden na podlagi znanih dimenzij jeklene hale in mostnega žerjava. Kvaliteta jekla je S 235, uporabljeni so profili 1. razreda kompaktnosti. Dimenzionirali smo jekleno konstrukcijo, talno ploščo in temelje. Temelj je dimenzij 2,0 m x 2,0 m, zgrajen iz armiranega betona C 25/30 in armature S 500. V izračunu smo upoštevali obtežbe snega, vetra, žerjava in potresa po predpisih SIST EN 1990-1998. Na koncu je prikazana poraba jekla.
Keywords:gradbeništvo, jeklene konstrukcije, žerjavna proga, dimenzioniranje
Place of publishing:Maribor
Publisher:[S. Dvoršak]
Year of publishing:2011
PID:20.500.12556/DKUM-20911 New window
UDC:624.014.2(043.2)
COBISS.SI-ID:16550934 New window
NUK URN:URN:SI:UM:DK:BM7SM47N
Publication date in DKUM:13.10.2011
Views:3114
Downloads:654
Metadata:XML RDF-CHPDL DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:STATIC AND DYNAMIC ANALYSIS OF STEEL STRUCTURE WITH CRANE RUNWAY BEAM
Abstract:The purpose of present diploma thesis is to perform a static and dynamic analysis of a steel structure with a crane runway beam. Calculations have been made based on known steel structure and bridge crane dimensions. The dimensions of the steel structure are 42,0 m x 18,0 m with the height of 9,2 m. Steel quality is S 235 1st cross-section class profiles have been used. Steel structure, groundwork and foundations have been dimensioned. The foundations have dimensions 2,0 m x 2,0 m and are made from reinforced concrete C 25/30 and reinforcement S 500. Furthermore, calculations include snow, wind, crane and seismic loads in accordance with standard regulations SIST EN 1990-1998. Finally, steel consumption is presented.
Keywords:civil engineering, steel structures, crane runway beam, dimensioning


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