• RAM Elements importing line loads as only half the value assigned in RAM SS

    Nik
    Nik
    I have defined line loads as 0.288 k/ft as shown. The spacing of beams is : 7.6667'. Therefore, the point load = 2.21k, which is what is shown in RAM beam module, as shown in the clipping. However, when imported to RAM Elements, the line load, gets…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Model Instability When Importing RSS file into Elements

    Max Karr
    Max Karr
    I have a model that I had to run in RSS using the direct analysis method. In frame I was able to do my initial analysis without running P-Delta effects, but when I import the model into elements and attempt to run without P-Delta it refuses to run and…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Rhino3D/Grasshopper Integration? Any chance?

    snipit
    snipit
    Do we have Rhino3D/Grasshopper Integration to RAM products? Anyone successfully import/integrate the model from Rhino3D?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Is there a license fee to use iTwin Analytical Synchronizer with Ram Elements or Ram Structural System?

    SVGregory
    SVGregory
    I understand ISM Structural Synchronizer was renamed to iTwin Analytical Synchronizer with version 12. There was no extra fee to use it. Is this still true with the new version?
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Concept, RAM SS, and RAM Elements - ACI 318-19

    Sean Smith
    Sean Smith
    Are there plans to include ACI 318-19 provisions in any upcoming releases for the RAM programs? If so, is there an ETA on this? Our AHJ will be adopting IBC 2021 in a few months, but we need to have the ability to start designing concrete structures in…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SBeam and Wind/Seismic Loads

    Robert Vida
    Robert Vida
    Does RAM SBeam allow for load combinations with Wind and Seismic Point Loads? I would like to check composite RAM beams for concentrated Wind and Seismic loads from shear wall chords above. Alternatively, is this something that could be done by bringing…
    • 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
  • Importing RAM SS to RAM Elements

    Kate Oliver
    Kate Oliver
    When importing an all concrete RAM Structural System model into RAM Elements (for the purpose of applying a temperature load), I get the following terminal error. What could be causing this? I have no way of figuring out where that member ID is in RSS…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Element_Special Concrete Wall

    Hazim Al
    Hazim Al
    How to activate the special concrete wall feature in Ram E.? How to add special boundary and end flanges to a concrete wall in RAM Concrete? Regards.. Hazim
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Questions on loading & default design reference

    Harry Hong
    Harry Hong
    Hello All, I have the following list of questions about ram element & Ram SS: 1.Could anyone please clarify how the programs (Ram Element & Ram SS) distribute the lateral loading to the model composed of masonry shear walls & steel ordinary moment…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Annoying licensing message in RAM

    Jason McCool
    Jason McCool
    Anybody else getting this message or something similar A LOT? As in multiple times per day? Any workaround (without enabling offline access and getting the unpleasant surprise of being charged extra by Bentley for accidentally going over)?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram Structural System & Combined Footings

    SVGregory
    SVGregory
    I am currently designing a building using Ram Structural System with ASD load combinations for the steel design and LRFD for the concrete footing design. I have a few pairs of steel columns that are very close to each other and each pair will share a…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Difference between RAM Elements and Ram Structural System

    Seth Guthrie
    Seth Guthrie
    Ram Elements is more like STAAD, a general purpose Finite element analysis (and design) tool. It’s different from RAM Structural System mostly in how things are modeled by placing nodes in 3 dimensional space and connecting them with lines or plates.…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: Determine Building Period with Ram Elements and/or Ram Structural System

    Seth Guthrie
    Seth Guthrie
    Both programs do it. Our Dynamic analysis FAQs should get you started: RAM Elements Dynamic Modal Analysis FAQ RAM Frame - Dynamic Modal Analysis FAQ
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: rotate view and differences between ram SS and Ram elements

    Seth Guthrie
    Seth Guthrie
    In any RAM Structural System 3D view module, rotation is done either with the arrow keys or with ctrl+left mouse click and drag. View - Navigation - Pan mode changes the behavior of the arrow keys, but the mouse method stays the same. RAM SS is specifically…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram Elements Ver 11.0 - OpenRETM™

    James Junker
    James Junker
    Has anyone seen the manual for the new OpenRETM file format? Is it a format that will allow me to bypass the graphical user interface to build a structure? RAM Elements V11.0 Release Notes OpenRETM™ The new OpenRETM™ is a file format that allows…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Friday June 28th Insider Skills: RAM

    Ann Marie
    Ann Marie
    Click Here to see the full annoucement on our FREE Seminar series Insider skills.
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Structural Systems - Bundled Rebar in Concrete Columns

    Matthew Watkins
    Matthew Watkins
    Does anyone know if/how you can model bundles of rebar in RAM Structural System? Currently I'm only seeing the equal spacing method for placing rebar within the concrete columns, but this is overly conservative when considering the bending stress in the…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Combined Footing Design

    TLiebhold
    TLiebhold
    I'm currently designing combined footings for moment frames. One of the columns on the footing is fixed in both directions, so there are moments and shears applied in both the major and minor footing direction. RAM SS only designs for the Major direction…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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