VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 51 Moreover, in Figures B2.3.3 contour lines of bottom transverse reinforcement due to combination Comb2 and for Case 2 are presented obtained from ScadaPro analysis and compared with those obtained from Sofistik software. ScadaPro Sofistik maxXk=1.46cm2/m Figure B2.3.3. Bottom transverse reinforcement Xk (cm 2 /m) for Case 2 according to ScadaPro and Sofistik Analysis. Finally, in Table B2.3.1 the max reinforcement (cm 2 /m) due to combination Comb2 of both, at the span and at the support of individual plate obtained from ScadaPro analysis for Cases 1 and 2, are presented.