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  1. You can calculate centre of rigidity by calculating stiffness of each column i.e 6EI/L^2 and multiplying by the distance from the origin. Adding all these values and then divide by sum of all column stiffness. Do the same for both directions. Remember to see the column orientation while calculating inertia.
    1 point
  2. Try Response2000 or ReCCSA... they are free and can be downloaded from internert. ReCCSA is better
    1 point
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