monopoly
Structural
- Oct 29, 2006
- 28
I have a case that the support can move in X and/or Z direction to a maximum of 6mm, i.e delta X or delta Z < 6mm, there will be no reactions in X or Z. If delta X or delta Z > 6mm, then I will have reactions on support.
How do I model this type of support in staad ?
I appreciate your input.
Thank you
How do I model this type of support in staad ?
I appreciate your input.
Thank you