Oct 17, 2006 #1 bertiskorny Structural Oct 5, 2006 13 In ETABS, how do you produce a column with zero stiffness? Thank you.
Oct 17, 2006 #2 UcfSE Structural Dec 27, 2002 2,525 Also try forum802. Just note that you have also posted the same question in this forum if you do. Upvote 0 Downvote
Oct 18, 2006 #3 WillisV Structural Apr 24, 2005 1,352 What kind of stiffness - axial or flexural? Either way just set the member property modifier for the behaviour you are interested in to an insignificant number. Upvote 0 Downvote
What kind of stiffness - axial or flexural? Either way just set the member property modifier for the behaviour you are interested in to an insignificant number.
Oct 18, 2006 Thread starter #4 bertiskorny Structural Oct 5, 2006 13 I want a column to have zero flexural stiffness. I want all the shear to be taken by the shear walls. Upvote 0 Downvote
I want a column to have zero flexural stiffness. I want all the shear to be taken by the shear walls.
Oct 18, 2006 #5 WillisV Structural Apr 24, 2005 1,352 ok set the moment of inertial modifiers low Upvote 0 Downvote
