Dear all,
In myy analysis i have to reduce the displacment coming in DY direction. For that in place of +Y i have used Y type support. while doing so i have reduced the displacement in that particular point by my question is
how i will ask the construction people to give support from top as well on that particular point? (that is from +Y support to Y support) Shall i ask them to use clamp or else please me.
I hope my question is clear to you all.

With kind regards,
Peter.