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Software Verification Examples for SCADA Pro
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Table A2.2.5. Comparison of Results for Bending Moments (Load Case 1).
Bending Moment
(kNm) at
ScadaPro
Sap2000
Abaqus
middle of
horizontal beam
(node E)
27.43
27.43
27.47
ends of horizontal
beam (nodes B,C)
36.83
36.83
36.76
Table A2.2.6. Comparison of Results for Bending Moments (Load Case 2).
Bending Moment
(kNm) at
ScadaPro
Sap2000
Abaqus
middle of
horizontal beam
(node E)
1.04
1.04
1.04
ends of horizontal
beam (nodes B,C)
21.66/23.75
21.66/23.75
21.63/23.71
Table A2.2.7. Comparison of Base Reactions (Load Case 1).
Reactions at
ScadaPro
Sap2000
Abaqus
Vertical/Horizontal
Force (node A)
(kN)
40.60/7.70
40.60/7.70
40.60/7.68
Vertical/Horizontal
Force (node D)
(kN)
40.60/7.70
40.60/7.70
40.60/7.68
Reaction Moment
(node A) (kNm)
1.65
1.65
1.62
Reaction Moment
(node D) (kNm)
1.65
1.65
1.62
Table A2.2.8. Comparison of Base Reactions (Load Case 2).
Reactions at
ScadaPro
Sap2000
Abaqus
Vertical/Horizontal
Force (node A)
(kN)
6.49/18.68
6.49/18.68
6.48/18.68
Vertical/Horizontal
Force (node D)
(kN)
6.49/6.33
6.49/6.32
6.48/6.32
Reaction Moment
(node A) (kNm)
9.22
9.22
9.25
Reaction Moment
(node D) (kNm)
7.88
7.88
7.91