izpis_h1_title_alt

Projektiranje lesenega kozolca : diplomska naloga
ID Krevs, Rok (Author), ID Saje, Drago (Mentor) More about this mentor... This link opens in a new window

.pdfPDF - Presentation file, Download (1,40 MB)
MD5: 5DFAA14E38CA0B269226A3B688F53919
PID: 20.500.12556/rul/44a32b2e-bc08-41af-a865-c1faddcc7ba3

Abstract
V programu SketchUp sem izrisal prostorski model skeleta iz katerega sta razvidna geometrija ter razdalje med nosilnimi elementi. Po standardu Evrokod 1 sem določil vplive na konstrukcijo, pri čemer vpliva potresne obtežbe nisem upošteval. V programu SAP2000 sem modeliral konstrukcijo, jo obtežil z ustreznimi vplivi ter tako dobil ustrezne notranje statične količine. Dobljene notranje statične količine sem uporabil za dimenzioniranje nosilnih elementov. Dimenzioniranje konstrukcije sem izvedel po standardu za projektiranje lesenih konstrukcij Evrokod 5, ki predpisuje preverjanje na mejno stanje nosilnost in mejna stanja uporabnosti. Na koncu sem predvidel način stikovanja med nosilnimi elementi.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, UNI, lesene konstrukcije, dimenzioniranje, statične količine
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[R. Krevs]
Year:2016
Number of pages:XIII, 43 str.
PID:20.500.12556/RUL-86611 This link opens in a new window
UDC:624.011.1:729.94(043.2)
COBISS.SI-ID:7781729 This link opens in a new window
Publication date in RUL:23.11.2016
Views:2727
Downloads:579
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Secondary language

Language:English
Title:The design of wooden hayrack
Abstract:
Using the SketchUp program I have drawn a model which shows the geometry of the loadbearing elements and distances between them. By using the Eurocode 1 standard I have determined the impacts on the structure, whereby the impact of the earthquake load was not taken into account. In SAP2000 program I have modeled the structure which was loaded with corresponding loads. The obtained internal static forces were then used for design of the load-bearing elements. The design of structure is based on the Eurocode 5 standard and therefore on checking of the Ultimate Limit State and the Serviceability Limit State. Finally, at the end, I have foreseen the connection of load-bearing elements.

Keywords:hayrack, wood, wooden structure, Eurocode, internal static forces, design

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back