fatemeh.shd
Structural
- Sep 18, 2016
- 1
I model salab column connection but my result are not good .it shows low force vs Drift. I'm sure that modeling is correct but I dont know what to do to increase forec and drift.
L modek concrete as CD8r and reindorcment with T3D2 and embedded reinforcement in concrete .
How can I khnow that reinforcment are embedded correctly?(the slab is 750*750*120 and the reinforcment lenght is 750., for this case should I reduce the reinforcment lenght for embed?
L modek concrete as CD8r and reindorcment with T3D2 and embedded reinforcement in concrete .
How can I khnow that reinforcment are embedded correctly?(the slab is 750*750*120 and the reinforcment lenght is 750., for this case should I reduce the reinforcment lenght for embed?