Beamman
Structural
- Sep 29, 2000
- 12
Hi,
I have a membrane cover at the top of a 60' high storage tank with 2' of freeboard. The cover droops down and touches the liquid.
Is there a way to calculate what the wind uplift would be on this cover.
Thanks for any suggestions.
Mark
I have a membrane cover at the top of a 60' high storage tank with 2' of freeboard. The cover droops down and touches the liquid.
Is there a way to calculate what the wind uplift would be on this cover.
Thanks for any suggestions.
Mark