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Software Verification Examples for SCADA Pro
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Assumptions
During analysis, Kirchhoff theory of plates has been adopted.
Technical Features in ScadaPro Tested
Analysis of plate elements under transverse loading
Simply supported boundary conditions
Plate elements design
Results Comparison
Vertical displacement due to combination Comb1 obtained from ScadaPro analysis is
presented in Figures B2.3.2 for Case 2, where the max values are compared with those
obtained from Sofistik software.
Case 2
ScadaPro:
max displacement=0.791
Sofistik: max displacement=0.740
Figure B2.3.2. Vertical displacements (mm) for Case 2 (Comb1).