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  • Analysis and design of Arch Beam (Beams curved in elevation) in Staad Pro Connect edition.

    I have to analyze and design a steel arch beam in Staad pro connect edition. I modelled a curved beam in elevation and applied all the loads on the beam that are to be transferred to the columns. The load pathway is working properly. However, when i look…

  • Design Result

    How to change Clause Ec-6.3.3-661 to deflection Sample Out put please explain

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

    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…

  • Integration of STAAD into Excel

    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…

  • COMPRESION DESING CODE LRFD

    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 …

  • ERROR THICKNESS NOT PROVIDED FOR ELEMENT 90

    ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY

  • Designing Flat Bars

    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…

  • aspect ratio length-to-thickness ratio

    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…

  • 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 ?

    hi

  • 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...

    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;…

  • Staad Foundation

    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?

  • STAAD Aluminum Design

    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…

  • Live Load Reduction in Seismic Load as per IS 1893 : 2016

    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…

  • Regarding Lx parameter value.

    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?

  • RCDC General

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…

  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?

  • Unable to read Staad files as RCDC closes on its own.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…

  • WARNING: DESIGN OF SECTION FOR MEMBER # FOR PLATE SECTION

    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…

  • Deflection Failure of Member , due 1/4" max limit for deflection limit

    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…

  • Story forces and Story drifts data are missing when importing .accdb file into RCDC.

    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…

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

    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 ?

  • Creating a foundation model in STAAD Foundation Advanced by using the data from a STAAD.Pro model

    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…

  • what went wrong? can you please help me?

    I DONT KNOW WHAT WENT WRONG WITH THE DESIGN ALL DATA INPUT SEEMS OKAY. I ALSO THE OFFSET BUT STILL FAILS.

  • Floating columns design

    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…
  • PDF

    STAAD User Tool: Assign DJ Parameter to Physical Member

    • User Tool Manual_Assign DJ Parameter to Physical Member.pdf
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