ryan89
Structural
- Oct 27, 2011
- 5
Is there anyway in ETABS to make area loads additive similar to SAFE?
When using SAFE, when two or more slab areas overlap, the area loads of the elements are additive. Thus, for a flat slab layout with one SLAB area and multiple smaller DROP areas, the live load would only need to be assigned to the large slab area and no loading need be assigned to the DROP areas. The result would be a uniform live load over the entire floor.
When using ETABS, I followed the same procedure but it appears that the DROP panel loading (zero live load) overwrites the live load assigned to the entire slab. I checked a simple flat slab by hand and the total reaction loads from the ETABS model were less than my hand calculation by a factor exactly proportional to the area of the floor lost due to the area of the DROP panels.
Does everyone else observe the same thing? Or am I doing something incorrectly? Is there anyway in ETABS to make area loads additive?
When using SAFE, when two or more slab areas overlap, the area loads of the elements are additive. Thus, for a flat slab layout with one SLAB area and multiple smaller DROP areas, the live load would only need to be assigned to the large slab area and no loading need be assigned to the DROP areas. The result would be a uniform live load over the entire floor.
When using ETABS, I followed the same procedure but it appears that the DROP panel loading (zero live load) overwrites the live load assigned to the entire slab. I checked a simple flat slab by hand and the total reaction loads from the ETABS model were less than my hand calculation by a factor exactly proportional to the area of the floor lost due to the area of the DROP panels.
Does everyone else observe the same thing? Or am I doing something incorrectly? Is there anyway in ETABS to make area loads additive?