Hi Chekre. Thanks for your reply! I am doing linear analysis. Actually it still doesn't work when I leave it auto meshed.
In fact I receive reply from CSI Technical Support today:
"SAFE program is having difficulties auto meshing the slab atop of external meshing. There is no need to subdivide...
Hi,
I am involved in a project with a 30-storey tall building. As there is a transfer plate in the building, I try to import the storey from ETABS to SAFE to analyze the thick plate.
The problem I encounter is, every time I try to run analysis in SAFE, the program is not responding and shows...
Hi,
I am involved in a project with a 30-storey tall building. As there is a transfer plate in the building, I try to import the storey from ETABS to SAFE to analyze the thick plate. The problem I encounter is, every time I try to run analysis in SAFE, the program is not responding and shows...