Clifford Browne
Structural
- Aug 19, 2020
- 1
Hello,
I have some loads from a structural engineering that works for a precast company. He give me the file in *.F2K format (CSI SAFE file format) but the basement walls, columns, beams and mat foundation are cast-in-place reinforced concrete. Therefore the loads will interact with the basement structure at the ground floor level and CSI SAFE does not allow the user to input different levels. I have loads in CSI SAFE and would like to import them into CSI ETABS to run an analysis. Is that possible? if so, how? Can i convert a *.F2K format(SAFE) to a *.E2K format(ETABS)
Thanks,
Clifford
I have some loads from a structural engineering that works for a precast company. He give me the file in *.F2K format (CSI SAFE file format) but the basement walls, columns, beams and mat foundation are cast-in-place reinforced concrete. Therefore the loads will interact with the basement structure at the ground floor level and CSI SAFE does not allow the user to input different levels. I have loads in CSI SAFE and would like to import them into CSI ETABS to run an analysis. Is that possible? if so, how? Can i convert a *.F2K format(SAFE) to a *.E2K format(ETABS)
Thanks,
Clifford
