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Recent content by SGMIPE

  1. SGMIPE

    Water Tank - Roof Analysis Under Out of Plane Loading - Methods (AWWA D100)

    Thank you for the response JStephen! Moving the loading is not an option in this situation. I had a feeling that the allowable local buckling compressive stress was meant for designing shells subject to uniform loading from gravity and winds. But given that there is no specific sections under...
  2. SGMIPE

    Water Tank - Roof Analysis Under Out of Plane Loading - Methods (AWWA D100)

    I am concerned about the localized out of plane loading into tank roofs from antenna wind loads (multiple 700-800 lbs. point loads). The tank roof doesn't have any rafters, stiffeners or supporting structure. The roof diameter is about 27' and plate thickness is 3/16". AWWA D100-21 is not very...
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