Slim-floor construction - design for ultimate limit state
Author(s): |
Dennis Lam
Xianghe Dai Ulrike Kuhlmann Jochen Raichle Matthias Braun |
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Medium: | journal article |
Language(s): | English |
Published in: | Steel Construction, June 2015, n. 2, v. 8 |
Page(s): | 79-84 |
DOI: | 10.1002/stco.201510019 |
Abstract: |
This paper presents the design method for slim-floor construction that comprises a steel beam and a concrete or composite floor slab in which the beam is integrated within the depth of the slab. The slabs are either supported on a plate attached to the bottom flange or the bottom flange of the beam itself. The main design parameters and load transfer mechanisms are discussed. Plastic analysis has been adopted for the design of the bending capacity at the ultimate load condition and the design procedures described are in accordance with the principles given in Eurocode 4. Attention is paid to the type of shear connection between steel and concrete. |
Keywords: |
composite beam steel section slim floor shallow floor construction composite decking bending resistance horizontally lying studs CoSFB concrete dowels
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10071857 - Published on:
03/07/2015 - Last updated on:
03/07/2015