Ehsan1199
Structural
- Oct 8, 2010
- 10
thread802-173968
As you may know in the 2nd,3rd, and 4th load combinations we have Lr which is live load from the roof. Now, the question is how we can define these load combinations in ETABS?
As you may know in the 2nd,3rd, and 4th load combinations we have Lr which is live load from the roof. Now, the question is how we can define these load combinations in ETABS?