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  1. Exytebob

    ASCE 7-16 LN2 Tank Anchorage Question

    I am designing the anchorage and foundation for a large LN2 tank (455k operating weight, 87' tall, 10' dia.). Tank and baseplate are designed by others. The design code is ASCE 7-16. The Seismic Design Category for the Tank is SDC A. My question deals with Chapters 11 and 15 in ASCE 7-16...

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