DESIGN METHOD OF BENDING CAPACITY OF CONTINUOUS COMPOSITE SLAB
DOI:
https://doi.org/10.14311/CEJ.2016.01.0002Keywords:
profield steel sheet; simplified design; bending capacityAbstract
This paper presents a calculation method for predicting the ultimate loading capacity of
continuous composite slabs. Only the small scale slide block test was needed to determine few
mechanical parameters, and less cost had to be paid, in comparison to the conventional m-k
method. Various load conditions and parameters were considered. Comparisons between test
results and predicted results have shown that the proposed method has enough precision.
Furthermore, the simplified method was also proposed for practical design.
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