• HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame and NBCC 2015 4.1.8.11 4)

    Peter Rymal
    Peter Rymal
    Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Regarding Lx parameter value.

    KRISHNARAJ POIYAMOZHI
    KRISHNARAJ POIYAMOZHI
    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Elements Update Design

    Enrique Morin
    Enrique Morin
    Applies To Product(s): RAM Elements Version(s): 16.05.00.213 or later Environment: N/A Area: Design Subarea: N/A Original Author: Bentley Technical Support Group …
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Why does Ram SS take 20 min to design the beams of my building?

    sam burke
    sam burke
    Like it says above, design of beams takes at least 20 minutes every time. But if i jump onto another computer and run the same model, it takes 8 seconds. I'm running a AMD Radeon RX 5700 XT. I've updated my drivers, and changed monitors to no avail. Does…
    • 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
    • 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
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can I Reduce Development length of bars in the beam by using RCDC

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1
    • Answered
    • 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
  • Illegal Framing Error - Can't Fix

    Justine Brakefield
    Justine Brakefield
    During beam design, it tells me I have an illegal framing error on beam 46. See layout below. I don't know which slab opening it doesn't like, but I also don't know a better way to draw them. One end of 46 is held by a small cantilever. On a related note…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM SS not working

    Karthik Madhur
    Karthik Madhur
    For some reason I am not able to view any of the RAM files. I'm getting this window. RAM SS is the latest version. Can someone please help me out with this?
    • 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
  • Barras armadas comprimidas Grupo IV y V

    Cesar Chiaro
    Cesar Chiaro
    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • national building Canadian code

    Nada George
    Nada George
    Does RAM modeler and element support the National Building Canadian Code 2015?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Why can't I assign deck?

    Tianyu Zhou
    Tianyu Zhou
    Hi all. I am using Ram to do gravity design and try to assign deck. However, I can assign deck to all the floors except one of them which has the same structural layout as others. I am sure that there is no deck assigned. Also Tried to delete the deck…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Eurocode Lamellar Tearing

    Tejas Bankar
    Tejas Bankar
    While designing connections with Eurocode, does RAM connection consider checks for lamellar tearing?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • I want to insert CFS section to my staad pro model

    arul mani
    arul mani
    THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can't generate load for command and how to import new member for coldformed steel

    arul mani
    arul mani
    Actually i used user provided table for american cold formed steel. after assigning the properties This error is coming. Dono how to solve it. Can u help me ( Cannot generate load for command S1 Gx towarsd29) And one more thing how to add new section…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • [CONNECT]-Do I have to consider Bottom Reinforcement in uncracked (Class U) bonded tendons two way slab system in ACI318-11

    SHADY AHMED
    SHADY AHMED
    In Ram Concept (ACI318-11) Do I have to consider Bottom Reinforcement which comes out of (18.8.2,18.9.3.2) from Bottom Reinforcement Plan in uncracked (Class U) bonded tendons two-way slab system in ACI318-11, as according to my understanding to ACI318…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Elements error during design Access Violation

    Diana Trombly
    Diana Trombly
    Hello, I created a model in 3D and was having no issues with it, until I "save as" ed the file to a different name. Now when I try to "design all" members the program force-closes, and when I try to design walls in the concrete module, I get an error…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Load combination for Deflection

    Karthik Madhur
    Karthik Madhur
    Hey, Can anyone please tell me what load combination does RAM SS use to determine deflections? Is it DL+LL or 1.2DL +1.6LL? Also, where can I check that ? Thank you
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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