• PLZ SUGGEST THE REQUIED DESING PARAMETERS AND AND THERE VALUES WITH EXPLAINATION

    Andrew
    Andrew
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 25-Sep-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 69 41.021 0 0; 70 80.516 0 0; 72 41.021 8.415 0; 74 80.516 8.415 0; 77 60.948 10.168 0; 87 47.6633 8.99933 0; 88 54.3057 9.58367…
    • 4 days ago
    • RAM | STAAD | ADINA
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  • Integration of STAAD into Excel

    ROHITH  R
    ROHITH R
    Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…
    • 28 days ago
    • RAM | STAAD | ADINA
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  • COMPRESION DESING CODE LRFD

    Eduardo Maldonado Justo
    Eduardo Maldonado Justo
    Realicé el modelo de una torre de telecomunicación como normalmente lo hago, el problema es que me fallaban algunos elementos correspondientes a las piernas. Es por esto por lo que me puse a verificar que condición estaba haciendo fallar al elemento …
    • 1 month ago
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  • ERROR THICKNESS NOT PROVIDED FOR ELEMENT 90

    Amit Kumar
    Amit Kumar
    ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Designing Flat Bars

    Ryan Hill
    Ryan Hill
    Hi, I have created a model in the Physical Modeller. The structure I am designing has 50x8mm flat steel bars. As this type of section is not available in the section database, I have added a generic section to my model. I have around 10 of these sections…
    • 5 months ago
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  • aspect ratio length-to-thickness ratio

    Sigdel Anup
    Sigdel Anup
    Hi, I am familiar with (1:1) the aspect ratio with square plate elements, and also the acceptable ratio up to 1:4. Can anyone tell me what is the preferred aspect ratio (length-to-thickness) of plate elements and solid elements in STAAD ? Is there any…
    • Answered
    • 8 months ago
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  • 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
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  • 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
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  • Staad Foundation

    ANDREA CAVALLIN
    ANDREA CAVALLIN
    I know that Staad Foundation assume the soil with an elastic performance to do the analysis and design for a superficial foundation. But, we have the possibility to change this and work with an inelastic performance for the soil?
    • 10 months ago
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  • 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
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  • 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
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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
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  • 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
  • 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
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  • 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
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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
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  • 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
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  • 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
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  • 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
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  • Creating a foundation model in STAAD Foundation Advanced by using the data from a STAAD.Pro model

    Kris Sathia
    Kris Sathia
    This article explains the procedure for creating and designing foundations in Staad Foundation Advanced using the results from a STAAD.Pro superstructure model. Two methods are available: Method 1) From STAAD.Pro, after the analysis is done successfully…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • what went wrong? can you please help me?

    Daario furrur
    Daario furrur
    I DONT KNOW WHAT WENT WRONG WITH THE DESIGN ALL DATA INPUT SEEMS OKAY. I ALSO THE OFFSET BUT STILL FAILS.
    • Answered
    • over 1 year ago
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  • Floating columns design

    SRINIVASA RAO
    SRINIVASA RAO
    I am unable design the floating column building design, its very urgent. the design guidelines followed as per IS: 456-2000. the plan shows irregularity so adjusted the columns and beams. the client not accepted the movement of columns so please kindly…
    • over 2 years ago
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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
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  • I am attaching a simple g+2 building which I have analysed in Staad. Have few queries about the same.

    Sidharth Reddy
    Sidharth Reddy
    I have given the clear cover to be 25mm in beams and 40mm for columns as per Indian Code. Further, I can see from the design output I can see from the design report that the clear cover is 35mm even though I have given 25mm in the input for the beams…
    • Answered
    • over 2 years ago
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  • Infinity error is coming in the design.

    soumyaranjan samartha
    soumyaranjan samartha
    Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…
    • over 2 years ago
    • RAM | STAAD | ADINA
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