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  1. Dosi

    API 650 11th Edition, Figure F-2

    Hello, I am designing a tank with no internal pressure, H = 10m, D = 8m. Due to the Overturning Wind - Moment, it needs to be anchored. For calculating the Maximum Design Pressure which is needed to get the right Uplift Force, "A = area resisting the compressive force, as illustrated in Figure...
  2. Dosi

    API 2000 4.6.2.1 Equation 4B

    Hello, i am a german engineer and my actual challenge is to check a design for a storage tank in Dubai. The designer of the tank uses equation 4B of API 2000 to calculate the required minimum flow area of device. Nm³/h = 12503 P1 A sqrt{ K / (MTZ*(K-1)) *[(P2/P1)^(2/k) – (P2/P1)^((k+1)/k)]}...

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