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AutoPIPE Wiki 02f. "Static Earthquake" - AutoPIPE Load Case
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          • -02f. "Static Earthquake" - AutoPIPE Load Case
            • 0. How to apply a Static Seismic load case in AutoPIPE?
            • 01. Can the seismic input be explained again in the new version of AutoPIPE V8i 09.06.xx.xx and higher?
            • 02. Comments about Seismic / Earthquake loads in AutoPIPE
            • 03. What is the recommended Seismic support spacing?
            • 04. How to add seismic "G factors" in an AutoPIPE model?
            • 05. Distributed load assigned to GR does appear to be applied to the Static Seismic results in AutoPIPE, why?
            • 06. Are seismic force applied on structural elements as well as pipe in an AutoPIPE analysis?
            • 07. Is it not conservative approach to apply static seismic force on structure in AutoPIPE as done in STAAD?
            • 08. What values of Rp can be input when using static seismic ASCE-7 2010 code in AutoPIPE?
            • 09. How to apply Seismic loads to part of model and not to complete model?
            • 10. Is it possible to combine S.A.M. load case (S1..S10) with a static seismic load case (E1..E30) in AutoPIPE?
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    02f. "Static Earthquake" - AutoPIPE Load Case

    AutoPIPE v12.05 and higher currently has the following codes available:

    • ALA (ASCE 2002)
    • ASCE (2010)
    • GB50011 - 2001
    • Mexican CFE 2008

    Note:

    1. For new users suggest to review AutoPIPE Tutorial document to see how Static Seismic load is applied in AutoPIPE

    2. Seismic coefficient settings used for each seismic load case are provided in the model input listing Load summary sub report

    Comments, Questions, and Answers about Static Earthquake Load Case In AutoPIPE

    Item #0: Insert a Static Seismic load case

    Item #1: Can the seismic input be explained again in the new version of AutoPIPE V8i 09.06.xx.xx and higher?

    Item #2: Comments about Seismic / Earthquake loads

    Item #3: What is the recommended Seismic support spacing?

    Item #4: Which of 3 different piping code seismic "G factors" should be applied?

    Item #5: Distributed load assigned to GR does appear to be applied to the Static Seismic results

    Item #6: Are seismic force applied on structural elements as well as pipe?

    Item #7: Is it not conservative approach to apply static seismic force on structure?

    Item #8: What values of Rp can be input when using static seismic ASCE-7 2010 code?

    Item #9: Apply Seismic loads to part of model and not to the complete model

    Item #10: Combine S.A.M. load case (S1..S10) with a static seismic load case (E1..E30)

    See Also

    Bentley AutoPIPE

    • Load Case
    • AutoPIPE
    • seismic
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    • Mike Dattilio Created by Bentley Colleague Mike Dattilio
    • When: Fri, Dec 6 2013 1:23 AM
    • Mike Dattilio Last revision by Bentley Colleague Mike Dattilio
    • When: Mon, Jul 25 2022 5:00 AM
    • Revisions: 32
    • Comments: 0
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