VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 11 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