An Evaluation of the Prediction of Flat Slab Deflections
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Bibliographic Details
Author(s): |
Jan A. Wium
Esteé M. Eigelaar |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
Published in: | IABSE Symposium Venice 2010 | ||||
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Page(s): | 276-277 | ||||
Total no. of pages: | 8 | ||||
Year: | 2010 | ||||
DOI: | 10.2749/222137810796024574 | ||||
Abstract: |
The deflection calculation of slender, lightly reinforced, concrete members is investigated. It is observed that the different available calculation methods produce different deflection results. The reasons for the irregular results are investigated. The various deflection prediction methods include empirical hand calculation methods as presented in SABS 0100-1, the Eurocode2, and the ACI 318. Comparisons are also made with the finite element method using a commercial software package. It is shown that deflection calculations do not consider construction and post construction conditions, often resulting in non durable and non sustainable structures. |
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Keywords: |
calculation method reinforced concrete flat slab deflections slender members
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