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  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Section database take too much time in Staad CE 12 & ALSO IN v2023

  • 09. ERROR: The vertical axis of model and Pipelink file are not same.. message appears when importing PipeLink file from STAAD, why?

    Applies To Product(s): AutoPIPE Version(s): ALL; Area: Export Date Logged & Current Version July 2023 23.00.00.230 Problem: ERROR: The vertical axis of model and Pipelink file are not same... message appears…

  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    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…

  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    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…

  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    We are wondering how in your country analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? See videos below for example:

  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    We are wondering how in your country analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering code are used in your country? See videos below for example: Video…

  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…

  • input unit in properties page

    Eventhough set up in metric METER , KILONEWTON and set up force units in display options, still when i define properties in property page in metre when it is entered the value is converted to inches.pl help

  • Bottom chord with double angle fails

    Does anyone know why the ends of the bottom chord of my truss fails when it has double angle section L75x75x6 LD, while when I use the single angle section L75x75x6, it passes? as per the output, the members fail in flexure compression and tension (eq…

  • STAAD's Displacement

    Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?

  • shear reinforcement is staad pro

    i am designing a beam from IS 456 in connect edition 1st time before SS4 is used so it is observed that spacing of the Shear Stirrups is more then 300 in old version it is limited to 300 currently I am using update 12 of the Connect Edition please look…

  • New Release - STAAD.Pro v2023

    A new version of the popular STAAD.Pro analysis and design application has been published and is now available. As part of our commitment to you to deliver new builds more frequently, we are making available this build which addresses a number of issues…

  • Foundation-Plate Mat Support versus Plate Pin Supports

    I have been designing an RHS with a base plate and gusset stiffeners. I've used master-slave command for the location of my loads and used Plate Mat Support as supports. The error was always "ERROR IN SUPPORT INPUT OR THERE IS NO SUPPORT INPUT. ANALYSIS…

  • UNABLE TO ACTIVATE LICENCE OF STADDPRO V8I SELECT SRIES 5.

    UNABLE TO ACTIVATE LICENCE OF STADDPRO V8I SELECT SRIES 5. ERROR MESSAGE "AN ERROR HAS OCCURED WHILE ATTEMPTING TO VERIFY THE SERVER AND ACTIVATION LEY ' IS SHOWN WHILE ACTIVATING/ SENDING LOGS. MAY SOMEONE PLEASE HELP FOR RESOLVING THE PROBLEM.

  • Beam Failed in RCDC

    if a beam failed in rcdc and i change its size do i need to change its properties in staad before designing the column and footing?

  • Design a liquid retaining structure ( a concrete water tank supported by ground) by ACI codes (either ACI 350 Code Requirements for Environmental Engineering Concrete Structure or ACI 318 Building Code Requirements for Structural Concrete)

    Hi: I like to design a liquid retaining structure ( a concrete water tank supported by ground) by ACI codes. ACI 350 Code Requirements for Environmental Engineering Concrete Structure is applicable code for liquid retaining structure. I am wondering if…

  • Instability in Slab Joint

    Hi, I am getting 2 warnings. Both are about instability in a joint in the My direction. The joints are highlighted in red in the following image. The joints highlighted are in the middle of the slabs. I have pinned the slab edges. Why are these…

  • How to find total axial capacity of a column in staadpro or RCDC calculation?

    I have analysed the model in staadpro and design the model in RCDC but I didn't found the total axial capacity of column the in RCDC calculation for column it shows only axial force acting on the column.

  • Coffee Corner技术咖啡角

    技术咖啡角将会包含最新的产品更新信息，更高效的产品使用技巧，优化的工作流。 Coffee Corner 第一期： STAAD.Pro动力设备基础分析设计 Coffee Corner 第二期： OpenPlant for China丨参数化阀门设计流程及应用 Coffee Corner 第三期： Substation China 设计应用和技巧讲解 Coffee Corner 第四期： STAAD.Pro 抗震性能化设计应用 Coffee Corner 第五期： OpenPlant…

  • Plaxis 2D

    Hello, while checking the models by our Design consultant of the tunnel, I am unable to locate grouting loads in it. He has provided a separate analysis in STAAD model for it. The same has been done in other projects also. Can you tell me how to define…

  • MULTI RESPONSE MODIFICATION FACTOR

    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…

  • How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

  • How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. ** The structure is irregular and unsymmetrical and it is required to do the 12 load cases

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

  • Input Support Stiffness and Damping

    Is there a way to input pile (node) stiffness and damping in Staad for a time history analysis? That means inputting support stiffness and damping values for all 6 degrees of freedom (translation and rotation)

  • SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE

    I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
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