VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 50 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).