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Software Verification Examples for SCADA Pro
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Technical Features in ScadaPro Tested
Analysis of plate elements under vertical loading
Simply supported boundary conditions
Plate elements design
Results Comparison
Vertical displacements due to combination Comb1 and bending moments, bottom
reinforcement due to combination Comb2 obtained from ScadaPro analysis are presented in
Tables B2.1.1 ÷ B2.1.3, respectively and compared with those obtained from Sofistik and
Cedrus-5 software. Moreover, in Figures B2.1.2 ÷ B2.1.4 contour lines of bottom transverse
reinforcement, for support cases Sup1 and Sup2 respectively, are presented for all of the
aforementioned software.
ScadaPro
Sofistik
Cedrus-5
Figure B2.1.2. Bottom transverse reinforcement Xk (cm
2
/m) for Support Case Sup1
according to ScadaPro, Sofistik and Cedrus-5 software (Comb2).