03-13-2009, 09:41 PM
U done a very good job.
But, i have a few questions as follow:
1. Why u dont incorporate rigid diaphragm in yr lovely model?
2. Why reduction factor account for cracking does not appear in all the structural elements?
3. In this project, cant we model the two tower seperately? Is only connected at the podium level.
Congratulations
But, i have a few questions as follow:
1. Why u dont incorporate rigid diaphragm in yr lovely model?
2. Why reduction factor account for cracking does not appear in all the structural elements?
3. In this project, cant we model the two tower seperately? Is only connected at the podium level.
Congratulations