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Comparative Analysis of Composite Beams in Large Span Floor Structures

Authors :
Buđevac, Dragan
Spremić, Milan
Pavlović, Marko
Marjanović, Miroslav
Buđevac, Dragan
Spremić, Milan
Pavlović, Marko
Marjanović, Miroslav
Source :
4th International Conference Civil Engineering – Science and Practice GNP 2012, Žabljak, Montenegro
Publication Year :
2012

Abstract

U ovom radu su analizirane osnovne metode projektovanja spregnutih greda od čelika i betona u zgradarstvu, u skladu sa Evrokodom. Analizirana su tri različita tipa čeličnih greda spregnutih sa betonskom pločom na profilisanom limu: greda u vidu klasičnog vruće valjanog I – profila, ''STUB'' sistemi spregnute grede i spregnuta greda sa "saćastim" čeličnim nosačem. Data je komparativna analiza primene tri sistema spregnutih greda. Poređenje je izvršeno i na numeričkom primeru nosača međuspratne konstrukcije javne garaže, raspona 15.50 m.<br />This paper deals with main design methods for steel and concrete composite beams in buildings design, according to Eurocode. There were analyzed three different types of steel beam in combination with concrete slab on profiled steel sheet: standard hot rolled I - profile, composite STUB girder, and castellated composite beam. Comparative analysis of application of three solutions for composite beam was given. Numerical example is shown for structural elements of public car park floor structure , with 15.50 m span.

Details

Database :
OAIster
Journal :
4th International Conference Civil Engineering – Science and Practice GNP 2012, Žabljak, Montenegro
Notes :
4th International Conference Civil Engineering – Science and Practice GNP 2012, Žabljak, Montenegro, Serbian
Publication Type :
Electronic Resource
Accession number :
edsoai.on1122776921
Document Type :
Electronic Resource