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.
[CHART]