• Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Axis Identification

    sambhav poddar
    sambhav poddar
    Hi How de we identify and correlate axis as per below snapshots For a Column/BP placed eccentric to the foundation, the direction of loading would govern the breakout area. How do we correlate axis 2 and 3 with red and blue axis. Is there any…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection CE

    Andrew Shahan
    Andrew Shahan
    Is there a way to name connection assignments in RAM Connection CE (not standalone)? I understand that the connection itself has a name, but I would like to name a group after its associative moment frame # that way I can utilize a single baseplate design…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • BG splice connection warning

    Norlan Baga
    Norlan Baga
    I got this warning while designing beam splice connection (apex): - The connection does not comply with the section depth limits (AISC Design Guide 16 - Table 4-7) My question is that can I ignore this warning given that my connections have no other…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error in Leo file (unknow identifier "_Left run"

    tamefb Tam
    tamefb Tam
    Hi I got ram connection v12 but i got this issue with this leo file i try to reinstall it several times can you guys help me with this issue . Thank a lot
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COLUMN CAP CONNECTION DESIGN

    zeeshan haider
    zeeshan haider
    Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Not a valid "Column base (CB)" joint

    Dan Calabro
    Dan Calabro
    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Moment Not Transferred To Beam Ends Correctly

    Peter Ranieri II
    Peter Ranieri II
    Hello, The moment in my frame does not seem to be correctly transferring to the fixed ends of the steel beams. All of the moment connections are set to a fixity of "XXX" and are lateral members. The ends do have moment values but seem to be way smaller…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Combined footing tutorials

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone Please share with me the tutorials about a combined footings
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • 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
  • 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
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  • RAM SCBF Connection Load Demand

    Jeffrey Terziyan
    Jeffrey Terziyan
    Im working on SCBF connection and demand is coming from yield strength of the brace how ever code allows to use seismic load comb with omega factor instead, and in RAM Frame I already checked that option for column capacity, but when I go to RAM connection…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ram

    hao wang
    hao wang
    你好,我在ram软件计算中,需要涉及到十字型钢柱, ,请问,这种柱子型号需要怎么输入进ram里面?
    • over 3 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
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  • 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
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  • how to reduce deflection????

    arul mani
    arul mani
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Design fail at Column - ram connection

    Faith
    Faith
    hi, For my Steel column, i need to use other column but that fails, can the ram connection for staad pro v8i can help? Like.. if i use ram connection, will my column will pass? can anyone help me? thank you .. Trine
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • Calculation of Znet for flexural rupture in RAM Connection

    Nathan Foust
    Nathan Foust
    I am checking a section for flexural rupture [AISC (9-4)] and I am coming up with a different net plastic section modulus than what RAM Connection shows. I believe RAM is taking the gross plastic section modulus and subtracting out the sections of the…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ram connection load combinations

    Christopher Volk
    Christopher Volk
    I completed a design in Ram SS and am now in the process of designing the connections. Everything converted into RAM connection but when the program designs the connections, the load combinations are all showing up as 0.00. Does anyone…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM moment connection

    rahim k
    rahim k
    I am doing a moment bolted connection design in RAM connection. The moment resistance capacity remains unchange and it shows failure even though i modify the bolting arrangement . I need to pass this in RAM instead of doing a manual checking which i feel…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to create custom connection in RAM Connection

    km_srz
    km_srz
    Hello everyone! I would like to ask if I can create my own connections in STAAD's RAM Connection. Is there a way that I can create predefined connections to which the user is only limited to use? I wanted to align the choices of connections to our…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection in STAAD Editor

    km_srz
    km_srz
    Hello everyone. Im currently studying the RAM connection in STAAD. I have some questions below. I would appreciate if someone can help me on these. Is there any modification to the STAAD editor when I assign a connection in RAM? And what file does…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Beam Column Flange connection

    Mahesh Gopal
    Mahesh Gopal
    Hi, I use STAAD.Pro with RAM connection license. Can you help me design the connection for the attached model? I am trying to use BCF option for connection with boom and column glange with a n endplate. I have also attached the photo of the connection…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Weld Connection for Angle using RAM Connection

    Mahesh Gopal
    Mahesh Gopal
    47073914-SW-CV-CALC-MOD-102-R5.std Hi , I have attached the STAAD model of a bracket which is to be attached to the wall with the help of anchors. This bracket supports the OLE column on it. Please use 3D rendering to get the Idea. My question is…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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