Maybe it could be helpfull to clarify...
Client has specified wind speed to 100 mph, and tank satisfy overturning stability in accordance to 3.11 (API 650). Nevertheless, allowed maximum pressure in acc. to F.4.2 due to high wind overturning moment is quite low.
In addition Client has specified...
Hello,
I am dealing with the following issues:
Client has specified design pressure 3,73 kPa for storage tank built acc. to API 650
Calculation acc. to F.4.2 (and pre-designed roof-to-shell area) shows that maximum allowed pressure should be 1,80 kPa. In addition, calculation acc. to F.4.1 show...
