Print Email Facebook Twitter Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m Title Composite Floors: A Theoretical Research into the Design of Steel-Concrete Composite Floors with a Bigger Unpropped Span of 7.2 m Author Van Blokland, J. Contributor Bijlaard, F.S.K. (mentor) Abspoel, R. (mentor) Pasterkamp, S. (mentor) Stark, R. (mentor) Prins, H. (mentor) Faculty Civil Engineering and Geosciences Department Structural Engineering Programme Design & Construction Date 2015-09-30 Abstract In the Netherlands buildings are designed using a grid with multiples of 3.6 meter. Within these designs floor spans of 7.2 meter are popular (double grid size). The deep decks of composite floors at this moment in time are designed to reach an unpropped span of 5.5 meter. This master research is focused on finding a possible deck design for a steel-concrete composite floor slab that can span 7.2 m and that is constructed without the need of temporary supports. This resulted in the JorFlor, a light-weight, big span steel-concrete composite floor that can compete with current floor systems. Subject steel-concrete composite floorunproppedbig spandesign To reference this document use: http://resolver.tudelft.nl/uuid:890f32a1-d09f-4c78-a44e-733f594e9717 Part of collection Student theses Document type master thesis Rights (c) 2015 Van Blokland, J. Files PDF Master thesis J. van Blokland.pdf 61.64 MB Close viewer /islandora/object/uuid:890f32a1-d09f-4c78-a44e-733f594e9717/datastream/OBJ/view