• scatter diagram for fatigue analysis

    I have scatter diagram with total number of occurrences 175320 waves. It is indicated a note that these records are " Hourly event number of occurrence - reference period: 20 years". My question, what does this note mean? should we multiply the scatter…
  • How to add an offset load to create a moment in Maxsurf Multiframe

    Hi im new to multiframe and im wondering if its possible to apply an offset load to generate a moment. The above image is a basic example of what im trying to achieve. ive been reading about the master/slave and joint linking to create a rigid body…
  • Maxsurf Modeler - Adding Stringers

    Hello everyone, I'm trying to create the structural elements of a boat with the Maxsurf Modeler. Frames, decks and plates are added but I can not add stringers correctly. I want to add it on a straight line, but it is added on plates. Below is…
  • Significance of mesh intensity and target plate length, and the relationship between the two variables

    Hi everyone, I would like to inquire what is the significance of mesh intensity in joint meshing. In the Utilities manual, section 3.2.3, the following highlighted statements are made (see screenshot below): Which lead to these questions: What…
  • Hi, how can I extract the time history of the design wave (Height vs. time)? Thanks

    I have modelled a small structure and applied dead load and wave loads and design wave is based in Stream function. I need the design wave shape (height vs time) to use in my report but I couldn't get it from the outputs.
  • ERROR - 113 NOT A RECOGNIZABLE LOAD CASE

    Any body can help me to solve my fatigue running? I have check it many times, but I don't know what's wrong with my SACS file
  • Scouring

    How do I model scouring on one leg of platforms?
  • Patch + Member Offset behaviour [Multiframe]

    Hi, I am modeling a stiffened steel plate (horizontal flat steel plate, with attached bulb profile stiffeners for example)... Is it correct to model the patches (plates) and elements connected in their N.A as default? (see picture 1). Or should I be…