• REGARDING OFFSET COMMAND IN STAAD PRO

    Design is life
    Design is life
    HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Aluminum Design

    Vivek Kummari
    Vivek Kummari
    I am trying to design a aluminum frame. the error I am getting is " wrong strength parameter". I tried to input - Fy - 5040, Fu - 5472, Ry - 1.1, Rt - 1.1, Fcu - 5040. Why am I getting error ? Please share correct values or am I selecting wrong Aluminum…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Live Load Reduction in Seismic Load as per IS 1893 : 2016

    Shuvam Sarkar
    Shuvam Sarkar
    Hello Team, I've understood that certain percentage of live load (25% or 50%) as per live load intensity shall be considered for seismic mass calculation as per IS 1893 : 2016, But nowhere it is mentioned in this code, about live load reduction in seismic…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Flat plate (Two way slab) design - comparison of 2018 and 2009 reinforcement design in AS3600

    Programs CEC
    Programs CEC
    Dear sir, We have recently designed a transfer flat plate with AS3600 2018 and compared it with version 2009. It seem that there is a huge amount of STRENGTH demands for reinforcements requested in 2018 compared to 2009 code. We have gone through…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Difference in Results for STAAD and RCDC

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Concrete Design Subarea: General Concrete Design Solutions Original Author: Abhisek Mandal, Bentley…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RAM Elements Learning Resources

    Sabrina Tedeschi
    Sabrina Tedeschi
    RAM Elements is a finite element-based general analysis program with an integrated design toolkit. In RAM Elements, you can design complex three dimensional structures or individual structural components. In the RAM Elements main application, a model…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
  • Bentley SewerGEMS under-sizing drain sections during automated design run

    suseendar suseendar
    suseendar suseendar
    Dear Bentley Team, We are designing a storm water network for a city with box type conduits in SewerGEMS 10.03.04.53. I notice that when running the automated design some conduits are under-designed. I checked all the constraints and parameters but couldn…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Ram concept - Strip design - and shear reinforcement

    saEIT
    saEIT
    Hi I have few questions: Q1) I have an elevated two way slab that steps at 8", the top cover for both sides varies on the left side it will be 1" and on the left we would like it to be 2". my question is do I need to split the strips at the step so I…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC General

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • 6 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    darban jul
    darban jul
    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Steps to add new grid lines in RCDC.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Style Manager setting in RCDC .

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Unable to read Staad files as RCDC closes on its own.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Does anyone know how can we model HSS with uneven width in RAM Elements?

    Aashish
    Aashish
    I'm trying to model HSS with different widths at its end. But I do not have any idea how to model it in RAM Elements. If anyone has a solution for this, please let me know. Thank you in advance. A section like this.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • WARNING: DESIGN OF SECTION FOR MEMBER # FOR PLATE SECTION

    RAVI KMR
    RAVI KMR
    Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Deflection Failure of Member , due 1/4" max limit for deflection limit

    RAVI KMR
    RAVI KMR
    Hi Please find attached Staad file, I need to Limit the deflection of member to 1/4" (MAX) per project standards. But for Member 11 & 12 , I am getting more than 1/4" deflections. Can I get any help to fix this, it will be highly appreciated. Thanks…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to change safety factor for design codes in RCDC?

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Is the Vertical axis of STAAD and RCDC Same.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • For which load combination, number of piles in the pile cap design are decided?

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: Pilecap Design Original Author: Abhisek Mandal…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • RAM ELEMENT

    SITI HAWA BINTI ISKANDAR
    SITI HAWA BINTI ISKANDAR
    Dear Sir Good day. I'm a new user of RAM Element, I have a query as per below :- I do modelling and run analysis using RAM Element, after that directly design pad footing using module tools. From the report and analysis, where should I check whether…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • version 17.03 issue/bug when setting demand/capacity limits

    Kyle Gerard
    Kyle Gerard
    Good Afternoon, My computer updated RAM to the latest software version 17.03.00 285 SES overnight, and my model went from no beam design errors to 1500 deflection errors. Upon investigation I discovered that this is happening because RAM seems to…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Steel Columns and Frames using RAM Frame loads

    Eric Feuge-Miller
    Eric Feuge-Miller
    I have used the concrete functions in RAM SS for lateral design, I know that the columns designated as 'Lateral' will use the RAM Frame loads for design (when checked off) for design checks. I am now using RAM SS for a steel structure, and noticed notes…
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Story forces and Story drifts data are missing when importing .accdb file into RCDC.

    Ranjana Shinde
    Ranjana Shinde
    If Story Drifts and Story Data are missing when trying to open .accdb file generated from Etabs into Rcdc .Then try the below steps : 1) Check if the story drifts and story forces tables are blank , also check if the data in the story drifts and story…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
<>