Verification Manual - SCADA Pro Analysis & Design

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Software Verification Examples for SCADA Pro
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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 (cm2/m) for Case 2 according to
ScadaPro and Sofistik Analysis.
Finally, in Table B2.3.1 the max reinforcement (cm2/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.