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  • Users: eberger
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  1. eberger

    API 650 5.12.2 uplift per anchor

    As per API 650 clause 5.12 tank anchorage, table 5-21a shows uplift load calculation formula including seismic case as U=(4xMrw/D)-W2(1-0.4Av). The load per anchor equation (tb=U/N) appears to assume that all anchors will share the uplift load equally. However, if I have a cylindrical tank with...

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