• Staad Reactions - Still unreadable

    Saul Cuen
    Saul Cuen
    Hi everyone, So, regarding reactions report, is this still the intended report of reactions? no update? Even if I want to zoom in to a specific support node Fortunately you can just move them (well, not all. When I move some of them they just…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Beam Reactions RAM Concept

    Eric Feuge-Miller
    Eric Feuge-Miller
    https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/109449/vertical-shear-contour-plot-in-ram-concept I understand that this thread goes over the X/Y shear results, and that the "Selected Plot Distribution" tool when used in the Max…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Questions about hydrostatic pressure load

    Dimitri
    Dimitri
    Dear all, I would like to model a tank and to calculate the anchoring loads. I would like to include my hydrostatic pressure inside my tank to have a more realistic model. What type of primary load should I put for this load please ? I tried dead…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SS - "Gravity Column" Loads report vs Foundation Loads > "Gravity Forces from RAM Concrete" report for drilled pier loading

    Sean Smith
    Sean Smith
    Please see specific questions at the end of this post. As an overview of the issue, I would like some clarification on where the loads in the "Gravity Column Loads" and the Foundation Loads > "Gravity Forces from RAM Concrete" reports within RAM Manager…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Revit ISM - Start vs End Beam Reactions

    Alex Smith
    Alex Smith
    When importing steel beam reaction from RAM Structural System to Revit via the ISM Plugin, the beam reactions are sometimes at the wrong end of the beam. How does the ISM/RAM track the start/end of beam that exists in Revit? I don't have control of…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Live Load Reduction not Applied to RAM Reactions and in RCDC

    Daniel Slegh
    Daniel Slegh
    Hello again, I'm having some issues with the integration of RAM and RCDC. I am using the NBC of India. Is Live Load Reduction meant to be applied in RAM to the reactions? It does not appear to be incorporated in the reactions. It appears that…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Analysis of reaction outputs in MS tower

    Stuart Till
    Stuart Till
    Hello, I have completed an analysis of a lattice tower within MS tower. The tower has linear ancillaries along with face, and large ancillaries. I have used the 'mean' hourly wind speed in the loading of the tower, in accordance to BS8100. I am…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Exporting Reactions from RAM SS to Excel

    Jason McCool
    Jason McCool
    I just tried using the export option in RAM SS and was able to export the data to Excel easily enough, but it doesn't seem that beam reactions (something that would be incredibly useful to be able to export, sort, and filter) are in the items available…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Macro For extracting Reactions for all the Loads and nodes at a time

    narendra reddy
    narendra reddy
    Dear All, I will be glad if you help me with the code. I Already have a code where i need to enter load case number to get the reactions at the particular load case. I have almost 1000 load cases and i want all the load cases to get in excel at…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Greyed Out "Export Reactions to RAM

    Eric Criswell
    Eric Criswell
    I am trying to export my reactions from my Concept model to my RAM structural model. The option is greyed out and will not let me send to my RAM model. Can you help?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame Reactions for an "Elevated Building"

    Michael Hammontree
    Michael Hammontree
    I am designing the top level of a structure. I modeled a dummy structure below to ensure I was getting the correct wind loads. I need to get the reactions from my top level on the structure below. Using the reaction envelope feature doesn't work because…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Design Assumptions for Mat Foundation on Piles - RAM Concept

    Seth Guthrie
    Seth Guthrie
    Point spring reactions are currently only available in the "Standard" context because we don't envelope the point spring reactions. We only envelope things we design, like punching shear reactions for columns. Consequently, you can plot or tabulate…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Ram Concept: Envelope of allowable stress design load combinations?

    Seth Guthrie
    Seth Guthrie
    Use a Rule set, e.g. Rule Set Design - Service Design, then add a new plot for reactions or review the tabulated column below reactions.
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - doesn't show reactions on point springs under mat foundation

    Seth Guthrie
    Seth Guthrie
    You have to use Standard Context. See this:
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Ram Concept Software

    Seth Guthrie
    Seth Guthrie
    If you model a line support then you can show line support reactions on screen, or in tables. Use the Plot option Reaction - Active - Line Support (or line spring). It's important to note that the program does not envelope line support reactions, so this…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Foundation Loads on Plan

    Seth Guthrie
    Seth Guthrie
    You can plot reactions in RAM Frame graphically, for load cases or load combinations, but only for member supports. You can also display reactions in RAM Concrete analysis mode, but this is based on finite element analysis we do in that module, which…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: RAM Concept - Wall Below Reactions

    Seth Guthrie
    Seth Guthrie
    I guess most users are designing the walls with other applications or based on other analysis results besides the reactions from Ram Concept (Ram Structural System - Concrete Shear Wall module or STAAD.pro for example). As you noted, we only provide…
    • over 8 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • showing combined reactions in RamConcrete

    Jimmy Su
    Jimmy Su
    Hello, I'm a long time RamSteel user, but I'm just starting to use the RamConcrete module. I'm using the program to do a load takedown for a very large, irregular footprint building. RamConcrete seems to have a nice feature/button that shows the…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Reactions from RAM Frame

    CBucci
    CBucci
    Hello. I am sure that I am not the only one who has had issues extracting reactions from RAM Frame for use in drawings. I am looking to get a handle on the most recent best practices for the extraction of useful reactions on frame beams for shear, moment…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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