VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 15 A2.4. Three Dimensional Composite (Steel & Concrete) Structure Problem Description A three dimensional composite structure forming an octagon shape and subjected to vertical loading is examined (Figure A2.4.1). Geometry, Properties and Loads The cross section of internal horizontal steel members is IPE-500 (Group A, B) and the dimensions of horizontal concrete beams’ rectangular cross-section are 30cmx60cm. Every column (Group C) has a Concrete Circular Cross Section of 60cm diameter with ends fixed within ground. All steel beams of Group A forming a square shape are subjected to vertical uniformly distributed load of 10kN/m. Modulus of elasticity and Poisson ratio of the material for steel and concrete members are 210GPa, 0.30 and 29GPa, ν=0.20, respectively. Assumptions During analysis, shear deformations are neglected. Section properties are recovered from the cross section library of ScadaPro and are presented in Tables A2.4.1, A2.4.2 and A2.4.3. Table A2.4.1. Section Properties of Concrete Rectangular Cross Section bxh=30cmx60cm. 2 0.18 A m = 2 4 0.54 10 y I x m − = 2 4 0.37 10 x I x m − = 2 4 0.135 10 z I x m − = Table A2.4.2. Section Properties of Concrete Circular Cross-Section d=60cm. 2 0.2827 A m = 2 4 0.6362 10 y I x m − = 4 0.01272 x I m = 2 4 0.6362 10 z I x m − = Table A2.4.3. Section Properties of IPE-500 Steel Cross-Section. 2 0.01155 A m = 3 4 0.482 10 y I x m − = 6 4 0.8929 x10 x I m − = 4 4 0.2142 10 z I x m − =