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  • Deflection

    Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing? Also, how can I get the deflection of the entire…
  • RCDC Beam Design Query

    Dear Colleagues, for some unknown reason RCDC designed & detailed a regular beam as a Cantilever, while trying to understand what happened behind the screen - aroused a few more doubts , which i'll list below. Would very much appreciate, if anyone…
  • 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…
  • SLIDING CHECK IS NOT PERFORMING FOR FOOTING.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Footing Design Original Author: Bentley…
  • LOC(Loss Of Contact) for Footing.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Footing Design Original Author: Bentley…
  • Technical Reference Document

    We are reading the some example in STAAD that compare between hand calculations and STAAD. Sometimes, we found the instruction that refer other documents as the below picture : Could you advice where we can find these document in STAAD ? Thank…
  • Pendulum check

    Hi Attached below is my staad model for a simple pendulum. I am having these warnings: ***WARNING - INSTABILITY AT JOINT 2 DIRECTION = FY Can anyone check my model, please? STAAD PLANE START JOB INFORMATION ENGINEER DATE 10-Aug-23 END JOB INFORMATION…
  • STAAD MODEL DOESN'T OPEN BUT OPENS IN EDITOR

    My perfectly working STAAD model file suddenly stopped working while updating in the editor. It opens in the editor but the model doesn't open. I have tried reinstalling the application as well. No luck yet. I use the below version.
  • can anyone help me with wind load generation (wind load general, static & dynamic) and assign using staad pro physcial modeler and also for seismic load also. Kindly explain the process briefly

    I need to understand how to generate loadings in physcial modeler like wind load & seismic loads. while doing in physical modeler, to apply/assign wind load to the structure I have to create the wind load definition in catalog tab and go to loading tab…
  • mat foundation for a tank

    Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you
  • W726-6: Near zero length element at point XXX warning message in AutoPIPE

    Applies To Product(s): AutoPIPE, Version(s): 2004, XM, & V8i Environment: N/A Area: Warning Message Original Author: Bentley Technical Support Group Problem…
  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
  • 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…