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Recent content by Structural05
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AWWA D100-05 Wind Pressures
Should the worst case be calculated using the overall tank height or the centroid of the tank bowl? Thanks!- Structural05
- Post #3
- Forum: Structural engineering general discussion
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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...- Structural05
- Thread
- Replies: 4
- Forum: Structural engineering general discussion
