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  1. tsanyoto91

    Strand7: Buckling Analysis and Predicting Wall failure

    Hi Doug, thank you for your reply.
  2. tsanyoto91

    Strand7: Buckling Analysis and Predicting Wall failure

    Btw, what does it mean by adequate number of subdivisions? How do we know that we have sufficient number of it ? Thanks a lott mannn !!!
  3. tsanyoto91

    Strand7: Buckling Analysis and Predicting Wall failure

    So what i need to do just tick the non-linear geometry ? Because i thought that the non-linear geometry only covers the p-delta effect. If i remove the bending moment on the wall, the wall only deform downward like a stocky member. It does not show any deflection or bending in the displacement...
  4. tsanyoto91

    Strand7: Buckling Analysis and Predicting Wall failure

    Dear strand7 experts... I need your help :(:(:( I would like to predict the failure load of a concrete slender wall panel simply supported top and bottom. I modeled my wall in 2D plane and I apply an axial load on the top of the wall and applied moment to represent eccentricity of the load...

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