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  1. Structural05

    AWWA D100-05 Wind Pressures

    Should the worst case be calculated using the overall tank height or the centroid of the tank bowl? Thanks!
  2. Structural05

    AWWA D100-05 Wind Pressures

    Can anyone advise me on the correct interpretation of Kz and how to apply it (Velocity pressure exposure coeffiecient)? Previously in the D100-96 standard the BCL and the top of tank were the only heights considered for calculating the pressure to use for the entire tank structure. The wording...

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