• 02. How you define a Seismic load combination in AutoPIPE?

    Shrey Sharma
    Shrey Sharma
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Load case Date Logged & Current Version Aug 2023 23.00.00.230 Problem: How you define a Seismic load combination in AutoPIPE? Solution: To include the…
    • 2 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 16. How to add a ASME B31E type combination into an ASME B31.3 piping analysis using AutoPIPE

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Calculations Date Logged & Current Version July 2022 12.08.01.010 Problem: User's scenario: The governing code for my project is ASME B31E (Standard…
    • over 1 year ago
    • AutoPIPE
    • AutoPIPE Wiki
  • 22. SAM cases are not included in AutoPIPE's code combination 2Mb2+ 2Mce, only the seismic force are being evaluated, why?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Cod combinations Date Logged & Current Version Aug. 2021 12.06.00.48 Problem: SAM cases are not included in the 2Mb2+2Mce code combination. Solution:…
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • ASME 31E seismic load calculations

    Mykola
    Mykola
    Аs ASME 31E said, I can use two variants for choosing seismic load direction: one is three directional excitations such as plant east-west, north-south and vertical, with the combination of square-root sum of the squares (SRSS) or two directional design…
    • over 9 years ago
    • AutoPIPE
    • AutoPIPE Forum
  • 08. How are "Sustained + Earthquake + Seismic Displacements" combined in an AutoPIPE model?

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Combination Date Logged & Current Version April. 2018 11.03.00.08 Problem: How are "Sustained + Earthquake + Seismic Displacements" combined in an AutoPIPE…
    • 7 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Seismic Response Spectrum - Equivalent Static Load

    Kasiphon Kurojjanawong
    Kasiphon Kurojjanawong
    Dear Sir, I am curious about Equivalent Static Loads generated from Dynamic Response Module when we used ' Response Spectrum ' Approach. Theoretically, for modal response, internal member force and moment for each mode will be combined by CQC or SRSS…
    • over 7 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum