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  1. T

    etabs eigen mode

    anyone know how to solve it?? I am calculating the column reaction due to wind load, but it show me this after i analysis the model. Both Fx and Fy are 0 KN. i dun know how to solve this thanks.
  2. T

    enquiries on etabs software

    anyone know how to solve this?? I am doing this to have column reaction to have wind load but it shows me this warning and my Fx and Fy are both 0 KN. Thanks

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