The problem that lays the foundation of this dissertation is thatcomposite structure in steel and concrete is said to have bettercharacteristics than used in practice. The purpose of this report isto compare an composite structure in steel and concrete with a situ,slack reinforced concrete construction. The main task is to examine ifcomposite structure can reach and sustain large span widths, but theperformance and economics will also be considered in the calculations.The method used in this research is mainly based on calculations ofthe different construction types, but of course, a theroetical part isalso necessary including literature searches to provide a goodbackground. In addition, a study visit is conducted to see theperformance of a collaborative design and to interview the workers.The result showed that composite structure works very well with largespan widths, while slack reinforced concrete constructions were not assuitable. The concrete construction need a beam with a width of 750 mmand the height at 1050 mm and also a concrete floor with a thicknessof 250 mm. Composite structure consists of a HEB600 and a concretefloor with the thickness of 250 mm wich gives a deflection of 36,7 mmat the length of a 12 meter span. The conclusion of this research isthat composite structure has a great area of use with large spanwidths.
| Identifer | oai:union.ndltd.org:UPSALLA1/oai:DiVA.org:uu-326134 |
| Date | January 2017 |
| Creators | Eriksson, Felicia |
| Publisher | Uppsala universitet, Byggteknik |
| Source Sets | DiVA Archive at Upsalla University |
| Language | Swedish |
| Detected Language | English |
| Type | Student thesis, info:eu-repo/semantics/bachelorThesis, text |
| Format | application/pdf |
| Rights | info:eu-repo/semantics/openAccess |
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