VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 19 Assumptions During analysis, shear deformations are neglected. Section properties are recovered from the cross section library of ScadaPro and are presented in Tables 2.5.1, 2.5.2 and 2.5.3. Table 2.5.1. Section Properties of Concrete Square Cross Section bxh=50cmx50cm. 2 0.25 A m = 2 4 0.5208 10 y I x m − = 2 4 0.8787 10 x I x m − = 2 4 0.5208 10 z I x m − = Table 2.5.2. Section Properties of Rectangular Cross-Section bxh=30cmx60cm. 2 0.18 A m = 2 4 0.5400 10 y I x m − = 2 4 0.3708 10 x I x m − = 2 4 0.1350 10 z I x m − = Table 2.5.3. Section Properties of Strip Footing (30cmx100cmx100cmx50cm ). 2 0.65 A m = 4 0.04279 y I m = 4 0.03143 x I m = 4 0.04239 z I m = Technical Features in ScadaPro Tested  Three – dimensional dynamic analysis of beam elements  Rigid Length Offsets  Eigenmodes – Eigenvalues  Elastic Support  Rigid diaphragms Results Comparison Modal Periods and Frequencies are compared in the following Table 2.5.4 and Figures 2.5.2- 2.5.5. Table 2.5.4. Comparison of Results for Vertical Displacements. Eigenperiods (sec) ScadaPro Sap2000 Etabs without diaphragm with diaphragm without diaphragm with diaphragm without diaphragm with diaphragm 1 st Mode 0.244 0.238 0.248 0.243 0.240 0.235 2 st Mode 0.230 0.230 0.234 0.234. 0.226 0.225 3 st Mode 0.204 0.189 0.209 0.199 0.203 0.189 4 st Mode 0.164 0.092 0.167 0.095 0.161 0.092