Essays about: "eurokod"
Showing result 21 - 25 of 40 essays containing the word eurokod.
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21. The effect of reinforcement configuration on crack widths in concrete deep beams
University essay from KTH/BetongbyggnadAbstract : Reinforced concrete deep beams are known for applications in tall buildings, foundations and offshore structures. Deep beams are structural elements with length and height within the same magnitude and have significantly smaller thickness compared to a conventional concrete beam. READ MORE
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22. Reinforced Concrete Subjected To Restraint Forces : A comparison with non-linear numerical analyses
University essay from KTH/Bro- och stålbyggnadAbstract : In Sweden, it is Eurocode 2 which forms the basis for performing a design of concrete structures, in which methods can be found treating the subject of restrained concrete members and cracking in the serviceability limit state. In the code, both detailed hand calculations procedures as well as simplified methods are described. READ MORE
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23. Calculation program for timber connections
University essay from Linköpings universitet/Kommunikations- och transportsystem; Linköpings universitet/Tekniska högskolanAbstract : Vi har skapat ett hjälpmedel som dimensionerar träbalk och infästningarna balksko och spikningsplåt, enligt eurokoderna. Det är programmerat i Visual-Basic och har ett enkelt användargränssnitt. .. READ MORE
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24. Jointed timber column with glue or nails.
University essay from Linköpings universitet/Kommunikations- och transportsystem; Linköpings universitet/Tekniska högskolanAbstract : På en byggarbetsplats kan man ibland behöva sammansätta två eller flera träkomponenter till en träkomponent med rätt dimension. Det sker oftast genom spikning men det finns också möjlighet att limma ihop träkomponenter ute på en byggarbetsplats. READ MORE
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25. Design of Thick Concrete Beams : Using Non-Linear FEM
University essay from KTH/Bro- och stålbyggnadAbstract : The experimental studies performed on the behaviour of very thick concrete beams subjected to static loads have revealed that the shear mechanisms play an important role in the overall response and failure behaviour. The aim of this thesis is to recommend suitable design methods for thick concrete beams subjected to off-centre static concentrated load according Eurocode 2 by using non-linear finite element analysis (NLFEA). READ MORE