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MAXSURF | MOSES | SACS | OpenWindPower
MAXSURF | MOSES | SACS | OpenWindPower Forum
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    • Inconsistency results for member end forces and Fixed Joint Reaction

      Dini Kustyawan
      Dini Kustyawan
      Dear all, kindly please your advice and enlighten regarding this issue. I tried to run Static Analysis in SACS consists of Gravity Loads, Environmental Loads, and Inertia Loads on FPSO Module. unfortunately, I found some strange results for the…
      • 5 months ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • SACS Member Orientation Angle

      chan jiunn gio
      chan jiunn gio
      I am doing a lifting analysis of a topside structure, and need to tilt the model. After i tilt the model, the orientation angle of the member also change from 'zero' to the rotational angle i stated. Is this normal ? or should i need to set reference…
      • over 1 year ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • modeling beam on beam in Sacs

      Irving Uc
      Irving Uc
      hi i am new to sacs software i would like to know the correct way to model one beam on another beam Examples: Op.1 Op. 2
      • over 3 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • How to separate topside from jacket in analysis

      Iraj Toloue
      Iraj Toloue
      Greetings all, I appreciate it if you can give me a clue to overcome this issue. Although it should be simple, it's complex for me. I'm trying to perform inplace analysis on an existing platform model. The load is applied to both topside and jacket…
      • over 3 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • How to model two beams between the same joints

      A. H
      A. H
      Hello All, What will be your suggestions for modelling two beams between the same joints. Simply consider beams A and B in the image below: Thank you.
      • over 4 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • RE: Request for topside modeling & jointcan check

      Geoff McDonald
      Geoff McDonald
      1. Unfortunately I can't give you advice about the best way to model. It seems that you understand the implications of each modelling method and the trade-offs of each one. It is up to you as the engineer to decide which method is most appropriate for…
      • over 6 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • RE: member offset

      Geoff McDonald
      Geoff McDonald
      C.karthikeyan, The member offsets can only be set in either global or local offsets so you will have to convert the one of the offsets to the other and then add them together. You can convert offsets easily using the "convert selected offsets to X coordinates…
      • over 6 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • RE: How can I model solid rods in sacs

      Geoff McDonald
      Geoff McDonald
      C.karthikeyan, You can use the tubular section type and override the section properties to match that of a solid rod. Regards, Geoff
      • over 6 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
    • RE: haunched section

      Geoff McDonald
      Geoff McDonald
      Karthikeyan, You need to consider what you are actually doing when creating these models. It isn't always appropriate to simply make the model look like the final as-built product. You must think about how the beam-elements will be handled when converted…
      • over 6 years ago
      • MAXSURF | MOSES | SACS | OpenWindPower
      • MAXSURF | MOSES | SACS | OpenWindPower Forum
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