diplomska naloga
Jure Turk (Author), Jože Korelc (Mentor), Tomo Cerovšek (Thesis defence commission member), Maruška Šubic Kovač (Thesis defence commission member), Peter Skuber (Co-mentor)

Abstract

Statični izračun jeklenega proizvodnega objekta

Keywords

gradbeništvo;VSŠ;diplomska dela;jeklena konstrukcija;sovprežna plošča;statični izračun;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [J. Turk]
UDC: 624.014(043.2)
COBISS: 5581409 Link will open in a new window
Views: 2698
Downloads: 570
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Other data

Secondary language: English
Secondary title: Static analysis of the production facility
Secondary abstract: The diploma paper deals with static analysis of rectangular steel building. Part of the building is one storey, two storey part is in the form of letter L. In lateral direction, the facility consists of two moment frames, in longitudinal direction of two centric bracings. The interstory slab is composite reinforced concrete slab, spanning in one direction. After the numerical model was determened, loads had to be calculated and combinations made according to eurocode. Global analysis was made to the three dimensional numeric model. Elastic analysis according to second order theory with starting geometry inperfections, was performed. After the global static analysis, the capacity design according to eurocode was made. Tipical joints are designed and drawings of the structure are made.
Secondary keywords: graduation thesis;steel structure;composite plate;static calculation;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XVII, 147 str., 52 str. pril.
Type (ePrints): thesis
Title (ePrints): Static analysis of the production facility
Keywords (ePrints): jeklena konstrukcija;sovprežna plošča;statični izračun
Keywords (ePrints, secondary language): steel structure;composite plate;static calculation
Abstract (ePrints): Diplomska naloga obravnava statično analizo jeklenega objekta pravokotne oblike. Del objekta je enoetažen, dvoetažen del je v obliki črke L. V prečni smeri objekt sestavljata dva momentna okvirja, v vzdolžni smeri so momentni okvirji podprti s centričnim V povezjem. Za medetažno konstrukcijo sem uporabil armiranobetonsko sovprežno ploščo. Globalna analiza je narejena na prostorskem modelu. Račun notranjih statičnih količin je narejen z elastično analizo po teoriji drugega reda z upoštevanjem začetne geometrijske nepopolnosti. Po opravljenem izračunu notranjih statičnih količin, ki so podlaga za dimenzioniranje, sem opravil vse potrebne kontrole nosilnosti. Dimenzioniral sem tipične spoje in zrisal vse potrebne načrte.
Abstract (ePrints, secondary language): The diploma paper deals with static analysis of rectangular steel building. Part of the building is one storey, two storey part is in the form of letter L. In lateral direction, the facility consists of two moment frames, in longitudinal direction of two centric bracings. The interstory slab is composite reinforced concrete slab, spanning in one direction. After the numerical model was determened, loads had to be calculated and combinations made according to eurocode. Global analysis was made to the three dimensional numeric model. Elastic analysis according to second order theory with starting geometry inperfections, was performed. After the global static analysis, the capacity design according to eurocode was made. Tipical joints are designed and drawings of the structure are made.
Keywords (ePrints, secondary language): steel structure;composite plate;static calculation
ID: 8311985