• RAM Steel Beam - Fatal Error for "Illegal Framing Configuration..."

    Marcus Whitaker
    Marcus Whitaker
    In RAM Steel Beam, I get Fatal Error for "Illegal Framing Configuration or Missing Slab Edge Detected for a Wall" related to one of the walls of my elevator enclosure. I have deleted the walls and redrawn them; confirming that their nodes match. I have…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SS - Error - Wall with no property

    Gerald Evan
    Gerald Evan
    Hi Everyone, I got this error in my model. It is showing that there is a wall with no length and no property. The wall can't be deleted since it is not under 'concrete' or 'other'. The ram model was created from a revit model with the ISM Revit plugin…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural System - Load Distribution on Lateral Walls

    Gerald Evan
    Gerald Evan
    In RAM SS, how does the program distributes the lateral load (seismic and wind) in a rigid and non-rigid diaphragm? What are the differences in outcome with the different diaphragm types specified? My problem: In the picture below, I am showing a…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Unable to model continuous footing under wall

    VAEngr
    VAEngr
    Hi, I am trying to model continuous footings under basement foundation walls. Most locations in the building, this is working fine. However, at some locations, such as below, I am unable to do so. What would it take to model the continuous footing…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Cold Formed Metal Bearing Wall Load Run Down in RAMSS

    RFreund
    RFreund
    I want to model CFM bearing walls in RAM modeler essentially for the purpose of creating a load run down to a podium level. My question involves openings in the walls. My strategy is to create the walls using "other" and assign them as gravity. I will…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Is there a way to apply nodal loads at an angle in the Frame Elevation of the modeler?

    Robert Antonucci
    Robert Antonucci
    Trying to apply nodal loads to a frame that is skewed and it seems the options are limited to X and Y only. Applying with X and Y components at frame end did not produce expected results.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Unable to Alter Decking Properties in RAM Modeler

    Matthew Katon
    Matthew Katon
    After taking a look at the lateral load distribution in RAM Frame, I would like to run my model using a semi-rigid diaphragm. In RAM Modeler, when attempting to change my deck properties (for non-composite deck), I am getting the following error: …
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Patterning (skip loading) of Live Loads in RAM

    Daniel Slegh
    Daniel Slegh
    I have been doing some extensive reading on these forums and in the help but still don't have clarity, so please help me with a few questions: I am modeling a 4 story reinforced concrete moment frame in RAM and then will export the model to RCDC (Advanced…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural System Defaults Transfer Between Computers

    William Barry
    William Barry
    We've been using RAM since the 1990's. In the past, I kept our settings consistent from station to station and when we bought new computers by copying the RamIS.ini file from one computer to the next. When we upgraded to all new Windows 10 workstations…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Point loads acting on incorrect beam/Modeler not matching beam/joist module

    Jacob Witt
    Jacob Witt
    This is the first time this has happened to me, but point loads that I placed on a beam in the RAM modeler are not acting on that beam when checked in the beam/joist module. However, they are acting on a different beam along the same construction grid…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram Steel Beam Module Crash

    Alvaro Martinez
    Alvaro Martinez
    Hello, I have created a Ram model that is crashing. When I run the integrity check on the Ram Modeler module is does not show any warnings or error, but every time I click the "Design All" button on Ram Beam it crashes. I found in the forum that there…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Importing DXF Grids in RAM Modeler

    Karl G
    Karl G
    In order for grids to import as one grid system, all x grids (and y grids) need to be exactly parallel to each other and the grids in the opposite must be perfectly orthogonal. If one or more grids are slightly skewed, then the grids will import as a…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Unwanted beam spacing adjustments in RAM SS

    Seth Guthrie
    Seth Guthrie
    The main problem is that when moving a girder (or a column) we allow the girder to be moved such that it crosses the original position of supported beams, automatically shortening (or elongating) those beams as required. If we allowed "No adjustment"…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: ram modeler - roof parapet wall

    Seth Guthrie
    Seth Guthrie
    If the column and wall share the same plan location (column centroid, wall CL), then they always move together. When there is a step in a roof where one beam is higher and another is lower, supported at the same point, then two stories are always required…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Column on a beam (midspan) RAM SS

    Seth Guthrie
    Seth Guthrie
    If we are talking about a transfer beam, then on the lower level model the transfer beam from end to end, say point A to point C. Then, on the higher level, model the column at point B. To make sure the column above (point B) is along the beam in plan…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram Modeler Assigning Column Size (help)

    IronMaxSteel
    IronMaxSteel
    Hi everyone, I there is a way for me to know which column has been size assigned in the ram modeler plan, im talking about when assigning sizes for column I dont have idea which one already been assign, unlike beams there is option to show size that…
    • Answered
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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