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Software Verification Examples for SCADA Pro
10
Assumptions
During analysis, shear deformations are neglected. Section properties are automatically
recovered from cross section library of ScadaPro and are presented in Tables A2.2.1 and
A2.2.2.
Table A2.2.1. Section Properties of IPE330.
3 2
6.261 10
A
x m
−
=
4 4
1.177 10
y
I
x m
−
=
7 4
2.815 10
t
I
x m
−
=
6 4
7.881 10
z
I
x m
−
=
Table A2.2.2. Section Properties of IPE450.
3 2
9.882 10
A
x m
−
=
4 4
3.374 10
y
I
x m
−
=
7 4
6.687 10
x
I
x m
−
=
5 4
1.676 10
z
I
x m
−
=
Technical Features in ScadaPro Tested
Two – dimensional analysis of beam elements
Beam under vertical loading
Flexible boundary conditions
Results Comparison
Maximum values of vertical, horizontal displacements and bending moments at different
positions for each load case obtained from ScadaPro analysis are presented in Table A2.2.3,
A2.2.4 and Table A2.2.5, A2.2.6, respectively and compared with those obtained from
Sap2000 and Abaqus software. Moreover, in Tables 2.9 and 2.10, base reactions are
presented for each load case.
Table A2.2.3. Comparison of Results for Vertical Displacements (Load Case 1).
Vertical Displacement
(mm) at
ScadaPro
Sap2000
Abaqus
middle of horizontal
beam (node E)
6.04
6.04
6.10
Table A2.2.4. Comparison of Results for Horizontal Displacements (Load Case 2).
Horizontal
Displacement (mm) at
ScadaPro
Sap2000
Abaqus
top of column (node B)
8.90
8.90
8.95