• MULTI RESPONSE MODIFICATION FACTOR

    Muchammad Wicaksono
    Muchammad Wicaksono
    Hallo, i have model with combination of steel ordinary moment frame (OMF) and concrete special moment resisting frame (SRMF). is there a way to create multi response seismic factor (R) in 1 staad file? with R for steel 3.5, and R for concrete is…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Hi everyone, can someone help me about how to apply load for all model (if u have rectangular frame of the HEA 200) when crane driver carry up it to above ?

    Dragon
    Dragon
    hi
    • 8 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
  • 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
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  • 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
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  • 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
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  • 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
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  • 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
  • why adding a node on a beam shows different result when analyzed.

    zeeshan haider
    zeeshan haider
    when i add node in continuous beam they result are changed in analysis and design i get different utilization ratio. without node beam are failed and by add node beam became passed .why ?
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD Select Failed Members Cursor

    RFreund
    RFreund
    Did the "select failed members" cursor move or get removed? I didn't use it much, but noticed that I couldn't find it. Thanks
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • PDF

    STAAD User Tool: Assign DJ Parameter to Physical Member

    Surojit Ghosh
    Surojit Ghosh
    • User Tool Manual_Assign DJ Parameter to Physical Member.pdf
    • View
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    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Files
  • STAAD User Tool: Assign DJ Parameter to Physical Member

    Surojit Ghosh
    Surojit Ghosh
    User Tools: Assign DJ Parameter to Physical Member Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can assign design parameter DJ1 and DJ2 to physical members present in a STAAD model. If you open a STAAD model…
    • Assign DJ Parameter_v1.0.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD API Solutions
  • STAAD User Tool: Extract Design Parameter list

    Surojit Ghosh
    Surojit Ghosh
    User Tool: Extract Design Parameter List from STAAD Created by: Surojit Ghosh Description : This is an excel based OpenSTAAD macro which can extract design parameter values directly from STAAD model. If you open any complete STAAD model with design…
    • Design Parameter Table_v1.2.xlsm
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD API Solutions
  • Reg: Removing warning and notes in the Steel structure

    Subramanian Bala murugan
    Subramanian Bala murugan
    Hi, We are doing our final year project in the design of PEB structures. so we are using staad software to design and analysis the structure. we have received more warnings and notes like "instability at joints, weak spring added for stability, zero stiffness…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Please help me to fix these warnings thankyo

    Lyka Halili
    Lyka Halili
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Reason for slow STAAD.Pro model analysis

    Marie Joy Yamauchi
    Marie Joy Yamauchi
    Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…
    • 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
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  • 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
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  • How to create a cantilever slab by using the Physical modeler?

    Sulaiman Ade
    Sulaiman Ade
    How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • RCDC Detailing Failure

    Kunal Jeena
    Kunal Jeena
    How to rectify this failure known as 'Detailing failure' in RCDC
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS

    Robin Thomas
    Robin Thomas
    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
    • over 3 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
  • Can I design a Continuous two slabs by using RCDC STAAD?

    Sulaiman Ade
    Sulaiman Ade
    Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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