Verification Manual - SCADA Pro Analysis & Design

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Software Verification Examples for SCADA Pro
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Table B2.3.1. Comparison of Results for Case 1 (Comb2).
max Reinforcement (cm2/m) - ScadaPro
Case 1
“Markus Tables”
at the span of individual plate 1.88
at the support of individual plate 3.39
Case 2
“FEM”
at the span of individual plate 1.68
at the support of individual plate 2.55
Computer Files
The project files for this example are “B3_C1”, “B3_C2. These files are provided as part of
the ScadaPro installation.
Conclusion
The result comparison reflects acceptable agreement between ScadaPro software and results
obtained from Sofistik.