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AutoPIPE Wiki 19. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?
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            • 19. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?
            • 20. How to obtain correct foundation load when there is a negative Straight Flange input in hemispherical head Component Properties field when using AutoPIPE Vessel?
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    19. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?

    Answer:

    The wind code in 33.3.1.7 in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W.

    ASCE has changed in 2010, dynamic pressure is increased in 2010 but the combination loads taken always 60% of the wind.

    • AutoPIPE Vessel
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    • Sudip Ganguly Created by Bentley Colleague Sudip Ganguly
    • When: Wed, Jul 15 2015 4:32 PM
    • JamieP Last revision by Bentley Colleague JamieP
    • When: Tue, Aug 25 2020 3:33 PM
    • Revisions: 6
    • Comments: 0
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