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How to assign wind and seismic loads from API standard 650 in Etabs??

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famfu14

Civil/Environmental
Joined
Jul 24, 2017
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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!
 
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