EXAMPLE 9. INTEGRATED EXAMPLES OF FLAT PLATES

EXAMPLE 9 - FLAT PLATES 24 § Comparison with the results of CSI Safe 2014 By creating the same loading strips in the corresponding Safe vector (Design Strip Objects - where only Column Strips must be defined to match the definition adopted in Scada) the following moment diagrams are obtained. The relevance between the two programs is evident. Looking in more detail at the loading strips 14-15 along the X-axis (the numbering is shown in the previous figure), we see that Safe's diagram gives a maximum value at facet 14 equal to 254.3348 kNm. The corresponding value calculated by Scada Pro is equal to 245.990 kNm, i.e. the difference between the values is in the order of 3% (value found from the scades_FlatSlab folder of the study, file L_14.txt). 5.5 Results The Results command opens the results file from within the Report. Each page is for one Charging Lane. First, the characteristics of the Strip are described.