Hi Friends,
For seismic analysis we have to provide Y support at many locations.
1. could any one please tell me how we can practically design these support.
2. we have to provide guids with no gap also to get the analysis pass. But how we physically provide a support which allow only linear movement and arrest vertical and side wise movement.

I believe many of our forum members will have answer for this... pls drop in. msibym@gmail.com