VERIFICATION EXAMPLES FOR SCADA Pro
Software Verification Examples for SCADA Pro 23 Fixed and Simply supported boundary conditions Flexible boundary conditions Results Comparison Vertical displacements and bending, twisting moments obtained from ScadaPro analysis are presented in Tables A3.1.1 and Table A3.1.2 respectively and are compared with those obtained from analytical solution ( Timoshenko, S. and Woinowsky-Krieger, S., 1959. Theory of Plates and Shells, 2nd ed., McGraw- Hill Book Company, New York ), Sap2000 and Abaqus results . Moreover, in Figures A3.1.2, A3.1.3 contourlines of bending moment Mxx and twisting moment Mxy, respectively, for Load Case 1 (fixed boundary conditions) are presented. ScadaPro Sap2000 Abaqus Figure A3.1.2. Bending Moment Mxx (kNm/m) for Load Case 1 according to ScadaPro, Sap2000 and Abaqus Analysis.
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