02-18-2010, 12:37 AM
Hi all,
I have two questions.
1-how we model concrete cracking in stadd. i know we can do this in etabs.
2-how to model diaphragm action in stadd. we can do this for master slave joint. but if there is 50 storey, it takes a lot of time to do for one by one storey .
thanks.
I have two questions.
1-how we model concrete cracking in stadd. i know we can do this in etabs.
2-how to model diaphragm action in stadd. we can do this for master slave joint. but if there is 50 storey, it takes a lot of time to do for one by one storey .
thanks.