• Assistance Needed: PLAXIS 3D Coupling Tool Issue

    Md Hussain
    Md Hussain
    Hello, I am encountering a critical issue while using the coupling tool in PLAXIS 3D to connect the bridge (designed in STAAD.Pro CONNECT Edition - Version 21.00.02.43) with the soil (modeled in PLAXIS 3D CONNECT Edition V22 – Version 22.01.00.452)…
    • 7 days ago
    • GeoStudio | PLAXIS
    • GeoStudio | PLAXIS Forum
  • MACRO FOR GENERATING WIND LOAD IN STAAD PRO

    SMD_GAURAV MANDAGE_4839
    SMD_GAURAV MANDAGE_4839
    any one have the macros excel sheet prepared by mr. Surojit Ghoesh pl mail me at gauravmandage143@gmail.com
    • 12 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN?

    Rahul Brijpuriya
    Rahul Brijpuriya
    WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…
    • 13 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Deflection

    Angelo Peredo
    Angelo Peredo
    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…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC Beam Design Query

    Dani Paul
    Dani Paul
    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…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    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…
    • 1 month ago
    • OpenRail
    • OpenRail Forum
  • SLIDING CHECK IS NOT PERFORMING FOR FOOTING.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Footing Design Original Author: Bentley…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • LOC(Loss Of Contact) for Footing.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: Footing Design Original Author: Bentley…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Technical Reference Document

    DAVID
    DAVID
    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…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pendulum check

    Amok Better
    Amok Better
    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…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD MODEL DOESN'T OPEN BUT OPENS IN EDITOR

    Nikesh M.
    Nikesh M.
    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.
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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

    Varun Vadla
    Varun Vadla
    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…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • mat foundation for a tank

    abo lowa
    abo lowa
    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
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • W726-6: Near zero length element at point XXX warning message in AutoPIPE

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

    Angelo Peredo
    Angelo Peredo
    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Rahul Brijpuriya
    Rahul Brijpuriya
    Section database take too much time in Staad CE 12 & ALSO IN v2023
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 09. ERROR: The vertical axis of model and Pipelink file are not same.. message appears when importing PipeLink file from STAAD, why?

    Mike Dattilio
    Mike Dattilio
    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…
    • 2 months ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    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…
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    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…
    • 2 months ago
    • South East Asia User Communities
    • SEA User Group Forum
  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    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:
    • 2 months ago
    • FDOT CADD Support
    • FDOT CADD Support - Wiki
  • Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    DCS3D Engineering
    DCS3D Engineering
    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…
    • 2 months ago
    • Bentley India Users
    • Bentley South Asia Users | Forum
  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Angelo Peredo
    Angelo Peredo
    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…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • input unit in properties page

    Akash Vasudevan
    Akash Vasudevan
    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
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Bottom chord with double angle fails

    Lay Abaigar
    Lay Abaigar
    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…
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD's Displacement

    Angelo Peredo
    Angelo Peredo
    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?
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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