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  • Users: pdosreis
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  1. pdosreis

    Agitator dynamic loads on tanks

    Hi, I'm designing a tank, and after doing all the calculations following API 650, the tank doesn't need anchorage. Everything fine for me. When I delivered the calculation report to my client's consulting company, they made a lot of questions about the fact of not having anchor bolts, that I...
  2. pdosreis

    Help with API650 - 3.11 - Wind load on tanks

    Hi, I'm calculating a storage tank, of D=13,5m and H=10,85m. When calculating wind load on tanks (overturning stability), section 3.11, I've followed all the steps in this section and reached the conclusion of no need for anchorage, because M<2/3x(WxD/2). Now, I really don't know (understand)...

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