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  1. ismar74

    Client specified design pressure and maximum pressure per F.4.2

    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...

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