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  • Users: djvan
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  1. djvan

    Elevated Water Tank Anchorage Design - Load Factors

    I am designing post-installed adhesive anchorage into a concrete slab-on-grade for an elevated tank, supported on 4 legs and grout pads. I have calculated all the forces per the proper guidelines in API-650, API-620, and ASCE 7-10. However, I am a little stumped when it comes to the LRFD load...

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