Verification Manual - SCADA Pro Analysis & Design

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Software Verification Examples for SCADA Pro
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Table B2.1.2. Comparison of Results for Bending Moments (Comb2).
Bending Moment ScadaPro Sofistik Cedrus-5
Mxx (kNm/m) at
center of plate
(Support Case 1)
9.36 9.36 8.00
Myy (kNm/m) at
center of plate
(Support Case 1)
47.00 47.11 47.40
Mxx (kNm/m) at
center of plate
(Support Case 2)
13.70 13.73 12.70
Myy (kNm/m) at
center of plate
(Support Case 2)
38.60 38.70 38.60
Table B2.1.3. Comparison of Results for Bottom Transverse Reinforcement (Comb2).
Reinforcement ScadaPro Sofistik Cedrus-5
Zk (cm2/m) at
center of plate
(Support Case 1)
1.22 1.22 1.05
Xk (cm2/m) at
center of plate
(Support Case 1)
6.31 6.08 6.52
Zk (cm2/m) at
center of plate
(Support Case 2)
1.70 1.71 1.66
Xk (cm2/m) at
center of plate
(Support Case 2)
5.17 4.85 5.24
Computer Files
The project files for this example are “B1_FS” & “B2_SS”. These files are provided as part
of the ScadaPro installation.
Conclusion
The result comparison reflects acceptable agreement between ScadaPro software and results
obtained from Sofistik and Cedrus-5.