Recent content by karthickaero1

  1. K

    Boundary conditions for buckling of column

    yeah...that's my doubt...
  2. K

    Boundary conditions for buckling of column

    For fixed-fixed BC's, i have to arrest x and y displ. For simply supported case, i have to arrest y displ. Then my doubt is, while applying force at the end of the column, how the displacement will happen for fixed-fixed column.
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