• program error when adding a "load History" case

    Zhi Zhang
    Zhi Zhang
    Dear Officer: When I use RAM Concept Edition V8 Update 4, I already defined a load combo. And when I tried to add "final instantaneous load", the program showed "program error" saying "Program Error (load combos must be defined prior to adding a load…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept - Load History Steps and Custom Load Combinations Deleting

    Stuart Riesner
    Stuart Riesner
    When using the RAM SS to RAM CONCEPT interaction, our load history steps are reset to default, and our custom load combinations are deleted when we close CONCEPT and come back through the SS dashboard. I've seen on other forum posts that the CONCEPT model…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
  • RAM Concept Load History Deflections - Eci

    Jiannan Wang
    Jiannan Wang
    Hi there, When RAM Concept runs load history slab deflection calculation, does it use the initial elastic modulus Eci for initial stages or does it always use E? For example if I have a load history as the following. Does Concept use Eci for the first…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Ram Concept Load history

    Seth Guthrie
    Seth Guthrie
    Please refer to our Load History wiki and the linked Load History Article The method we employ is the same regardless what design code you are using, so the user needs to adjust some of the factors like Creep and Shrinkage Restraint to match the local…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept Deflection

    Seth Guthrie
    Seth Guthrie
    Start with the information in the manual (Chapter 67 Load History Deflections) and here: The Load History article referenced at the bottom includes more details on the formulae used.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - Flat Plate Torsional Stiffness Reduction

    Seth Guthrie
    Seth Guthrie
    1) For some details about the element stiffness reduction, see program manual section 67.4 Element stiffness adjustments and Accurate Long-Term Deflection Prediction in Flat Slabs Using Linear Elastic Global Analysis , section 3. The stiffness factors…
    • over 6 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
  • RE: Incremental Deflections in RAM Concept

    Seth Guthrie
    Seth Guthrie
    Sure, open the last step deflection plan. Then go to the plot options, and for the second edit box, diff layer, select the load history step you want subtracted. Here are some more details: http://communities.bentley.com/other/old_site_member_blogs/bentley_employees…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - Large number of cross sections cannot achieve equilibrium

    Seth Guthrie
    Seth Guthrie
    Take a look at the manual, in the chapter on Load History deflections, section 67.4 "Element stiffness adjustments" (version 6 reference) for details. As noted, this could be a sign of excessive cracking, though more commonly a problematic design strip…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - creep factor according to AS3600

    Karl G
    Karl G
    You may find the following web page helpful: http://communities.bentley.com/products/structural/structural_analysis___design/w/structural_analysis_and_design__wiki/6191.ram-concept-load-history-calc-options-tn.aspx The ACI 209 creep model is used…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - Deflections Question

    Seth Guthrie
    Seth Guthrie
    Concept models compress nicely as .zip files. Our Secure FIle upload is there for larger files or restricted types. Load History Analysis is the most complete and accurate for most structures, yes.
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept Load History Deflections

    Seth Guthrie
    Seth Guthrie
    When the Load history deflection predicts significantly larger deflection than a standard combinations times the creep factor, it's usually a matter of cracking. I use the Service Design - ECR plots to gauge the amount of predicted cracking, and in your…
    • over 9 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
  • View related content throughout RAM | STAAD | ADINA
  • More
  • Cancel