huangyhg

etabs / column with no stiffness
in etabs, how do you produce a column with zero stiffness? thank you.
also try
what kind of stiffness - axial or flexural? either way just set the
i want a column to have zero flexural stiffness. i want all the shear to be taken by the shear walls.
ok set the moment of inertial modifiers low

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