• RAM Concept - Load History Deflections Not Converging

    Stacey Klein
    Stacey Klein
    Hi, I have two RAM Concept suspended slab models which will not converge when running the load history deflections and I am at a loss as too why. Below is the warning provided in the Load History Calc Log: WARNING: An error has been found while…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Creep coefficient Eurocode

    Seth Guthrie
    Seth Guthrie
    The creep model used in Ram Concept for Load History deflections is based on ACI 209R-92. Refer to the program manual section 67.3.2 for some general information. For further reading see this wiki post: RAM Concept Load History Calc Options TN …
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM ECR parameters

    Seth Guthrie
    Seth Guthrie
    A colleague who is more familiar with the AS 3600 code offered this help. AS 3600 breaks down total shrinkage into autogenous shrinkage and drying shrinkage, whereas Concept only has a single value for shrinkage that represents the combination. I think…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Long Term Deflections for ACI318 in RAM Concept

    Karl G
    Karl G
    The L.T. Deflection Plan is no longer a standard plan, since load history deflections are the recommended method for long term deflections. However, you can create a new plan and plot the strip-based L.T. Deflections as follows: 1. Click on the Layers…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Load History Deflections in Concept to British or EU standards

    Seth Guthrie
    Seth Guthrie
    I'm sure lots of engineers have used Concept for this purpose. I assume you are using Load History analysis. Alt Envelope factors are not used in Load History analysis, only the standard load (and pattern is used). The program manual, section 67.1…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept Load History Deflections

    PPesek
    PPesek
    We are currently working on a RC garage model (11” slab thickness, max span ≈34’). We are noticing that our load history deflections are much larger than we are expecting. When we run load history deflections we get a Final Instantaneous Deflection…
    • Answered
    • Garage Model.zip
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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