VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 61 Assumptions During analysis, shear deformations are neglected. Section properties are automatically recovered from the cross section library of ScadaPro. Technical Features in ScadaPro Tested  Three – dimensional analysis of beam elements Results Comparison Maximum values of vertical displacements (Comb1) and axial forces (Comb2) along principal axis of cross section obtained from ScadaPro analysis, are presented in Tables B3.1.1 & B3.1.2 respectively and compared with those obtained from Statik-5 software. Table B3.1.1. Comparison of Results for vertical Displacements (Comb1) Vertical Displacements DY(mm) at ScadaPro Statik-5 Node ‘N1’ 5.49 5.61 Node ‘N2’ 4.80 4.92 Table B3.1.2. Comparison of Results for Αxial forces (Comb2) Αxial Forces N(kN) at ScadaPro Statik-5 Element ‘E1’ 50.48 52.07 Element ‘E2’ 118.84 120.84 Element ‘E3’ 106.56 109.00 Computer Files The project file for this example is “B5”. These files are provided as part of the ScadaPro installation. Conclusion The result comparison reflects acceptable agreement between ScadaPro software and results obtained from Statik-5.