c) FS-3 d) FS-4 e) FS-5 f) FS-6
Figure 3 : Deflection Contours for Flat Slab Models
The results obtained from the safe software showed a good agreement with the ultimate moment and deflection value using the simplified designed method approach. Moreover the punching shear values obtained are relevant and within the range according to ACI code preventions. The results are also compared in terms of bar charts, figure-4 and 5 respectively.
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