Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
SCIA.ESA PT
- Thread starter cecil123
- Start date
- Thread starter
- #3
I have the following questions regarding the Prestressing Module in ESA PT:
1)Does ESA accept inputs of different concrete strengths at transfer and service?
2)Do I have an option for entering the information regarding losses like friction,anchorage slip,in the post-processor.
3)Does ESA PT perform a design based on the percentage of dead load to be balanced (wich is specified by the user)
Please help!!
1)Does ESA accept inputs of different concrete strengths at transfer and service?
2)Do I have an option for entering the information regarding losses like friction,anchorage slip,in the post-processor.
3)Does ESA PT perform a design based on the percentage of dead load to be balanced (wich is specified by the user)
Please help!!
- Status
Similar threads
- Locked
- Question
