How to import from ETABS to SAFE?
Option 1.
- Import the updated ETABS *. f2k floor as a new SAFE model.
- Within the initial SAFE model, through File > Import > F2k, select the *.
- Select Import as a New Model or Add to Existing Model, then specify which objects, loads, etc. will be replaced or kept in the event that they occur in the same location.
How do I assign a load on ETABS?
Select the frame objects and go to Assign > Frame loads > Distributed, then scale their magnitude according to tributary allocation. Area loads – Similarly, apply shell loads by selecting the wall and going to Assign > Shell loads > Uniform or Non-Uniform loads.
What is CSI safe?
CSI SAFE (Slab Analysis by the Finite Element Method) is the best tool for designing concrete slabs and foundations by the Computer and Structures, Inc. SAFE provide easiness to engineer towards the safe design of structures with powerful tools like draw, analyze, design and detailing etc.
What is stiff in safe?
Answer: In real structures, there is an extremely stiff region within the connections which join columns and walls to slabs. The “Col_Stiff” elements are stiff area elements in which the software amplifies moment of inertia by 100 times to capture the increased stiffness of these connections.
How to export from ETABS to safe?
There are 3 options to Export from ETABS to SAFE: 1) Floor loads: This is a common option and should be used for most gravity floor systems, when there is no transfer of loads from floors above, or the floors from above has small influence on floor being exported
How do I create a safe floor model from ETABS?
Option 1. Import the updated ETABS *.f2k floor as a new SAFE model. Within the initial SAFE model, through File > Import > F2k, select the *.$sf file of this newly created SAFE model.
How to assign rigid and semi-rigid diaphragm in ETABS?
1- Shell rigid diaphragm must be explicitly assigned to null areas in ETABS for their loads/additional mass to be included in modal analysis (seismic mass). 2- For semi-rigid diaphragms, the contained areas are recommended to be assigned with the same structural properties of the base slab in lieu of null areas.
Does drop panel loading overwrite the live load assigned to slab?
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.