• 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
    • RAM | STAAD Forum
  • 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 existing PEMB analysis always fails

    Jack Worline
    Jack Worline
    We often need to analyze existing PEMB structures and when only existing loads are applied the structure still fails. We have used the MBMA special considerations option in our design and that does not seem to help. What are we missing? Is there another…
    • 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
  • 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
  • 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
  • Diseño

    Luis Abaj
    Luis Abaj
    Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su respectiva zapata aislada o combinada, con análisis…
    • 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
  • 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
  • RAM - Steel Column design won't run.

    RonnyRaygun
    RonnyRaygun
    I have set up a model in RAM. It is A steel frame sat on an RC base. I have run the data check and there are no errors or warnings. I have run the steel beam design and it has given me section sizes. However, every time I try to run the steel…
    • over 11 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
  • Best Approach to Model and Design a Simple Four Sided Moment Frame Building in RAM SS

    sbouvia
    sbouvia
    I was wondering if there is any literature on the best way to approach the design of a simple four sided moment frame building using RAM Structural System? Thanks, Scott
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Frame Joint Code Check

    TLiebhold
    TLiebhold
    I am attempting to use the Joint Code check functionality of RAM Frame, and am a bit confused about implemenation, so any help would be appreciated. From my readings of the Frame anlysis, and steel post-processor manuals/technical manuals, I though…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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