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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 currently has the following codes available:

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

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

    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?

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