Roof Live Load and Load combinations in ETABS
Roof Live Load and Load combinations in ETABS
(OP)
thread802-173968: How to define load combination
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?





RE: Roof Live Load and Load combinations in ETABS
I would calculate the actual reduced roof live load per ASCE 7 and define it as a non-reducible live load.