VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 17  Horizontal members under vertical loading  Fixed boundary conditions  Two different materials Results Comparison Vertical displacements and bending moments along horizontal principal axis obtained from ScadaPro analysis are presented in Table A2.4.4 and Table A2.4.5 respectively and compared with those obtained from Sap2000 and Abaqus software. Table A2.4.4. Comparison of Results for Vertical Displacements. Vertical Displacements (mm) at ScadaPro Sap2000 Abaqus nodes K1, K2, K3, K4 7.02 7.02 7.16 Table A2.4.5. Comparison of Results for Bending Moments. Bending Moment (kNm) at ScadaPro Sap2000 Abaqus ends of steel beams forming square shape (Group A) 80.87/19.97 80.69/19.97 80.91/20.25 ends of steel beams outside square shape (Group B) 123.52/0.04 123.53//0.04 123.25/0.04 ends of columns (C1, C2, C3) C1:108.12/53.18 C2:0.00/0.00 C3:72.30/36.16 C1:108.12/53.18 C2:0.00/0.00 C3:72.30/36.16 107.83/52.92 0.00/0.00 72.23/35.83 Computer Files The project file for this example is “FF4”. These files are provided as part of the ScadaPro installation. Conclusion The result comparison reflects acceptable agreement between the ScadaPro software and results obtained from Sap2000 and Abaqus.