I'm having difficult problems about modeling a slab foundation for stotage tank.
Wind and seismic loads be calculated by API Standard 650, but i don't know how to assign ones loads in Etabs modeling (load application points).
For example:
Uplift load of tank achorage (tp)
Seismic base shear (V)
Slab overturning moment (Ms)
Thank you for responses!
Wind and seismic loads be calculated by API Standard 650, but i don't know how to assign ones loads in Etabs modeling (load application points).
For example:
Uplift load of tank achorage (tp)
Seismic base shear (V)
Slab overturning moment (Ms)
Thank you for responses!