Analiza dva alternativna rješenja statičkog sustava čelične konstrukcije industrijske hale

master's thesis

• Title (english): Analysis of two alternative static system solutions for single-storey steel industrial building
• Author: Matej Radošević
• Mentor: Darko Dujmović (mentor)
• Committee member: Jelena Bleiziffer (predsjednik povjerenstva)
• Committee member: Darko Dujmović (član povjerenstva)
• Committee member: Vlatka Rajčić (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Structures); Zagreb
• Defense date and country: 2019-09-19, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Supporting Structures

Abstract

Tema diplomskog rada obuhvaća usporednu analizu dva alternativnih rješenja statičkog sustava čelične konstrukcije industrijske hale. Za određeno dispozicijsko rješenje hale tlocrtnih dimenzija 36x81m provedena je statička analiza te dimenzioniranje elemenata i priključaka čelične konstrukcije prema europskim normama. Razmatrana djelovanja na konstrukciju su vlastita težina čelične konstrukcije, težina instalacija, vjetar i snijeg. Svi glavni nosivi elementi konstrukcije su promatrani kao ravninski sustavi. Pokrov konstrukcije čini sendvič panel koji prenosi opterećenja s krovne ravnine na podrožnice. Dimenzioniranje podrožnica provedeno je u dva slučaja gdje se njihova otpornost na razini elementa razmatrala unutar područja krovnog poprečnog veza i izvan njega s obzirom na pripadajuća pridržanja pokrovom poprečnim vezom. Razmatrane su varijante glavnog nosivog sustava kao okvira s rešetkastom i punostijenom prečkom. Stabilnost hale u poprečnom smjeru osigurana je upetošću stupova, a u uzdužnom smjeru veznim sustavima. Priključci su izvedeni u zavarenoj izvedbi ili s vijcima. Razmatrani statički sustavi su uspoređeni s obzirom na utrošak čelika.

Abstract (english)

The topic of the thesis is based on a comparative analysis of two alternative static system solutions for single-storey steel industrial building. Analysis of elements and connections were made in accordance with european standards for a particular static system solution of a single story building with dimension 36x81m in floor plan. Considered actions on structure are self weight, weight of the installations, wind and snow. All main load-bearing elements of the structure are perceived as plane systems. The roof of the structure consists of sandwich panels that transfers loads from the roof plane to the purlins. Purlins are calculated for two cases where their resistance was considered inside and outside of the roof bracing system with associated bracings taken into account. The main load-bearing system variants are considered in the form of a frame with truss and beam rafter. The stability of the single storey building in the transverse direction is ensured by the support of the fixed columns, and in the longitudinal direction by the bracing systems. Joints are welded or bolted. Considered static systems are compared by the amount of the steel.

• Keywords: čelične konstrukcije; hala; statička analiza
• Keywords (english): steel constructions; hall; static analysis
• Language: croatian
• URN:NBN: urn:nbn:hr:237:073713
• 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: Structural Engineering; 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: 2019-11-19 09:08:10