VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 10 Assumptions During analysis, shear deformations are neglected. Section properties are automatically recovered from cross section library of ScadaPro and are presented in Tables A2.2.1 and A2.2.2. Table A2.2.1. Section Properties of IPE330. 3 2 6.261 10 A x m − = 4 4 1.177 10 y I x m − = 7 4 2.815 10 t I x m − = 6 4 7.881 10 z I x m − = Table A2.2.2. Section Properties of IPE450. 3 2 9.882 10 A x m − = 4 4 3.374 10 y I x m − = 7 4 6.687 10 x I x m − = 5 4 1.676 10 z I x m − = Technical Features in ScadaPro Tested  Two – dimensional analysis of beam elements  Beam under vertical loading  Flexible boundary conditions Results Comparison Maximum values of vertical, horizontal displacements and bending moments at different positions for each load case obtained from ScadaPro analysis are presented in Table A2.2.3, A2.2.4 and Table A2.2.5, A2.2.6, respectively and compared with those obtained from Sap2000 and Abaqus software. Moreover, in Tables 2.9 and 2.10, base reactions are presented for each load case. Table A2.2.3. Comparison of Results for Vertical Displacements (Load Case 1). Vertical Displacement (mm) at ScadaPro Sap2000 Abaqus middle of horizontal beam (node E) 6.04 6.04 6.10 Table A2.2.4. Comparison of Results for Horizontal Displacements (Load Case 2). Horizontal Displacement (mm) at ScadaPro Sap2000 Abaqus top of column (node B) 8.90 8.90 8.95