Rješenja čelične konstrukcije hale različitih raspona s kranom

master's thesis

• Title (english): Solutions of steel single-storey building with different spans with crane supporting structure
• Author: Igor Pokos
• Mentor: Ivan Lukačević (mentor)
• Committee member: Ivan Ćurković (predsjednik povjerenstva)
• Committee member: Ivan Lukačević (član povjerenstva)
• Committee member: Davor Skejić (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Structures); Zagreb
• Defense date and country: 2020-09-24, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Supporting Structures

Abstract

U ovom diplomskom radu analizirano je projektno rješenje čelične hale s tri različita raspona uz korištenje dvaju različitih glavnih nosivih sustava. Korišteni su sustav dvozglobnog okvira te sustav s upetim stupovima i jednostavno oslonjenom prečkom. Razmatrani su rasponi glavnog nosivog sustava od 12, 15 i 20 metara. U hali se nalazi kran nosivosti 55 kN čije je opterećenje također uzeto u obzir kod analize. U prvom dijelu rada, za raspon od 20 m, provedena je detaljna analiza i dimenzioniranje nosive konstrukcije. U drugom dijelu rada također je provedena analiza i dimenzioniranje za preostale razmatrane slučajeve (statički sustavi i rasponi), ali je dan sažeti prikaz postupka. Cilj rada je usporediti potrebni utrošak čelika s obzirom na vrstu nosivog sustava i raspona. Na temelju rezultata uspoređeni su razmatrani sustavi i izvedeni zaključci. Kao prilog radu izrađeni su dispozicijski i pregledni nacrti te nacrti karakterističnih detalja konstrukcije za raspon od 20 m.

Abstract (english)

In this master's thesis, the design solution of a steel single-storey building with three different spans with the use of two different main load-bearing systems has been analysed. A two-hinged portal steel frame, as well as a system with a fixed column's base and a simply supported rafter, were used. The spans of the main load-bearing system of 12, 15 and 20 meters were considered. The single-storey building is equipped with a crane with a load-bearing capacity of 55 kN which was also taken into account in the analysis of loads. In the first part of the thesis for a span of 20 m, detailed analysis and dimensioning of the load-bearing structure was performed. In the second part of the thesis, analysis and dimensioning was also performed for the remaining cases considered (static systems and spans) but only summarised report is given. The aim of this paper is to compare the steel consumption with respect to the type of bearing system and span. Based on results, considered systems are compared and conclusions have been given. As a contribution to the work, structure plan drawings, overview drawings and detail drawings of characteristic details of the structure for a span of 20 m were made.

• Keywords: hala s kranom; različiti statički sustavi; različiti rasponi
• Keywords (english): single-storey building with crane; different static systems; different spans
• Language: croatian
• URN:NBN: urn:nbn:hr:237:737695
• Study programme: Title: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures; Course: Construction Management; Study programme type: university; Study level: graduate; Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
• Type of resource: Text
• File origin: Born digital
• Access conditions: Closed access
• Created on: 2023-06-07 08:47:34