Concrete cracking behaviour in STADD model
#1
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.




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